{"id":25643,"date":"2025-06-16T00:48:40","date_gmt":"2025-06-15T16:48:40","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=25643"},"modified":"2026-02-15T10:44:05","modified_gmt":"2026-02-15T02:44:05","slug":"%e8%bd%af%e4%bb%b6%e5%9c%b0%e9%9c%87%e5%8a%a8-gmp-v2025-a-tool-for-calculating-ground-motion-parameters-for-seismic-analysis-of-structures-%e7%bb%93%e6%9e%84%e6%8a%97%e9%9c%87%e5%88%86%e6%9e%90","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=25643","title":{"rendered":"[\u7a0b\u5e8f] GMP v2025: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177 v2025\u7248]"},"content":{"rendered":"<p><script id=\"MathJax-script\" src=\"http:\/\/www.jdcui.com\/wp-content\/MathJax_3_1_2\/MathJax-master\/es5\/tex-mml-chtml.js\" async=\"\"><\/script><\/p>\n<p><span style=\"color: #ff00ff; background-color: #ccffcc;\"><strong>\u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\u3002<\/strong><\/span><\/p>\n<hr \/>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u7a0b\u5e8f\u56fe\u6807\u00a0<span style=\"color: #0000ff;\">( Program Icon )<\/span><\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-25680\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025-min.png\" alt=\"\" width=\"186\" height=\"187\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u7a0b\u5e8f\u4ecb\u7ecd\u00a0<span style=\"color: #0000ff;\">( Program Introduction)<\/span><\/strong><\/li>\n<\/ul>\n<p><span style=\"color: #3366ff;\"><strong>GMP ( A tool for Calculating Ground Motion Parameters \/ Intensity measure for Seismic Analysis of Structures)<\/strong> <\/span>\u662f\u4e00\u6b3e\u7ed3\u6784\u6297\u9707\u5206\u6790C\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177\uff0c\u7a0b\u5e8f\u5c06\u5730\u9707\u6ce2\u79ef\u5206+\u53cd\u5e94\u8c31\u5206\u6790+\u5730\u9707\u52a8\u53c2\u6570\u5206\u6790\u7b49\u529f\u80fd\u96c6\u5408\u4e8e\u4e00\u8eab\uff0c\u4f7f\u7528\u65b9\u4fbf\u3002<strong>GMP\u7684\u4e3b\u8981\u529f\u80fd\u5305\u62ec\uff1a<\/strong><\/p>\n<p>(1) \u4e30\u5bcc\u7684\u5730\u9707\u6ce2\u6570\u636e\u683c\u5f0f\u5bfc\u5165\u652f\u6301. Rich seismic wave data format import support<\/p>\n<p>(2) \u5730\u9707\u52a8\u52a0\u901f\u5ea6\u3001\u901f\u5ea6\u3001\u4f4d\u79fb\u65f6\u7a0b. Seismic acceleration, velocity, and displacement time history<\/p>\n<p>(3) \u5730\u9707\u52a0\u901f\u5ea6\u8c31\u8ba1\u7b97\u529f\u80fd\uff0c\u5305\u62ec\u4f2a\u52a0\u901f\u5ea6\u8c31\u3001\u901f\u5ea6\u8c31\u3001\u4f4d\u79fb\u8c31. Seismic acceleration spectrum calculation function, including pseudo acceleration spectrum, velocity spectrum, displacement spectrum<\/p>\n<p>(4) \u63d0\u4f9b\u591a\u8fbe64\u4e2a\u5730\u9707\u52a8\u53c2\u6570 \u53ca Husid plot\u3001Energy Flux plot. Provide up to 64 seismic parameters and Husid plot, Energy Flux plot<\/p>\n<p>(5) \u5730\u9707\u52a8\u53c2\u6570\u6279\u91cf\u5206\u6790\u529f\u80fd. Batch analysis function of seismic parameters<\/p>\n<p>\u7a0b\u5e8f\u7ecf\u5386\u4e86\u591a\u4e2a\u7248\u672c\u7684\u66f4\u65b0\uff0c\u4e00\u76f4\u5728\u6301\u7eed\u8fed\u4ee3\u6539\u8fdb\uff1a<\/p>\n<p><strong>GMP v2018:\u00a0<a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMP v2018: \u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\u8ba1\u7b97\u5de5\u5177 ( GMP: A tool for Calculating Earthquake Intensities for Seismic Analysis of Structures)\" href=\"http:\/\/www.jdcui.com\/?p=9633\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMP v2018: \u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\u8ba1\u7b97\u5de5\u5177 ( GMP: A tool for Calculating Earthquake Intensities for Seismic Analysis of Structures)<\/a><\/strong><\/p>\n<p><strong>GMP v2020: <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=14865\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>GMP v2022: <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2022: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=18816\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2022: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>GMP v2024: <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u66f4\u65b0] GMP v2024: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=23388\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u66f4\u65b0] GMP v2024: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>GMP v2025: <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2025: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177 v2025\u7248]\" href=\"http:\/\/www.jdcui.com\/?p=25643\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2025: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177 v2025\u7248]<\/a><\/strong><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u8f6f\u4ef6\u754c\u9762\u00a0<span style=\"background-color: #ccffff;\">\u00a0<span style=\"color: #0000ff;\">( Screent Short<\/span><span style=\"color: #0000ff;\">)<\/span><\/span><\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-25687\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_1-min.png\" alt=\"\" width=\"1143\" height=\"720\" srcset=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_1-min.png 1143w, http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_1-min-768x484.png 768w\" sizes=\"auto, (max-width: 1143px) 100vw, 1143px\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-25689\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_3-min.png\" alt=\"\" width=\"1143\" height=\"720\" srcset=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_3-min.png 1143w, http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_3-min-768x484.png 768w\" sizes=\"auto, (max-width: 1143px) 100vw, 1143px\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-25690\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_4-min.png\" alt=\"\" width=\"1143\" height=\"720\" srcset=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_4-min.png 1143w, http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_4-min-768x484.png 768w\" sizes=\"auto, (max-width: 1143px) 100vw, 1143px\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u5730\u9707\u52a8\u52a0\u901f\u5ea6\u683c\u5f0f\u652f\u6301<span style=\"background-color: #ccffff;\">\u00a0<span style=\"color: #0000ff;\">(Supported Ground Motion Format<\/span><span style=\"color: #0000ff;\">)<\/span><\/span><\/strong><\/li>\n<\/ul>\n<p>\u76ee\u524d\u652f\u6301\u7684\u5730\u9707\u6ce2\u5bfc\u5165\u683c\u5f0f\uff1a<\/p>\n<p style=\"text-align: left;\">a. PEER\u6570\u636e\u683c\u5f0f(NGA WEST, NGA WEST2, NGA EAST)<\/p>\n<p style=\"text-align: left;\">b. GML or GMS (from www.jdcui.com)<\/p>\n<p style=\"text-align: left;\">c. SPECTR (from www.jdcui.com)<\/p>\n<p style=\"text-align: left;\">d. YJK (\u76c8\u5efa\u79d1)<\/p>\n<p style=\"text-align: left;\">e. SeismoSignal<\/p>\n<p style=\"text-align: left;\">d. \u901a\u7528\u7684\u5355\u5217\u683c\u5f0f<\/p>\n<p style=\"text-align: left;\">e. \u53cc\u5217\u5730\u9707\u6ce2\u683c\u5f0f<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-25688\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_2-min.png\" alt=\"\" width=\"1143\" height=\"720\" srcset=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_2-min.png 1143w, http:\/\/www.jdcui.com\/wp-content\/uploads\/2025\/06\/GMP2025_2-min-768x484.png 768w\" sizes=\"auto, (max-width: 1143px) 100vw, 1143px\" \/><\/p>\n<ul style=\"list-style-type: square;\">\n<li><span style=\"background-color: #ccffff;\"><strong>\u5730\u9707\u52a8\u53c2\u6570 <span style=\"color: #0000ff;\">(Ground Motion Paramters<\/span><\/strong><span style=\"color: #0000ff;\">)<\/span><\/span><\/li>\n<\/ul>\n<p>\u76ee\u524dGMP\u603b\u5171\u63d0\u4f9b<span style=\"color: #ff0000; background-color: #ccffff;\"> <strong>64<\/strong> <\/span>\u4e2a\u5730\u9707\u52a8\u53c2\u6570\u7684\u8ba1\u7b97\uff0c\u4e3b\u8981\u53c2\u6570\u5982\u4e0b\uff1a<\/p>\n<p>\uff081\uff09<strong>PGA<\/strong>\uff0cPeak ground values of acceleration , \u5cf0\u503c\u5730\u9707\u52a8\u52a0\u901f\u5ea6\u3002<\/p>\n<p>$$PGA = \\max \\left| {{{\\ddot u}_g}\\left( t \\right)} \\right|$$<\/p>\n<p>\uff082\uff09<strong>PGV<\/strong>\uff0cPeak ground values of velocity , \u5cf0\u503c\u5730\u9707\u52a8\u901f\u5ea6\u3002<\/p>\n<p>$$PGV{\\rm{ = }}\\max \\left| {\\mathop {\\dot u}\\nolimits_g (t)} \\right|$$<\/p>\n<p>\uff083\uff09<strong>PGD<\/strong>\uff0cPeak ground values of displacement, \u5cf0\u503c\u5730\u9707\u52a8\u4f4d\u79fb\u3002<\/p>\n<p>$$PGD = \\max \\left| {\\mathop u\\nolimits_g (t)} \\right|$$<\/p>\n<p>\uff084\uff09<strong>FR1 = PGV \/PGA ,\u00a0<\/strong>\u5730\u9762\u901f\u5ea6\u5cf0\u503c\u4e0e\u52a0\u901f\u5ea6\u5cf0\u503c\u6bd4\u3002<\/p>\n<p>\uff085\uff09<strong>FR2 = PGD \/PGV ,\u00a0<\/strong>\u5730\u9762\u4f4d\u79fb\u5cf0\u503c\u4e0e\u901f\u5ea6\u5cf0\u503c\u6bd4\u3002<\/p>\n<p>\uff086\uff09<strong>SI, Housner Intensity (HI), <\/strong>Housner\u8c31\u5f3a\u5ea6\u3002<\/p>\n<p>$$SI\\left( \\zeta \\right) = {I_H} = \\int_{0.1}^{2.5} {{S_v}} \\left( {T,\\zeta } \\right)dT = {\\pi \\over {2g}}\\int_{0.1}^{2.5} {{S_a}} \\left( {T,\\zeta } \\right)dT$$<\/p>\n<p>\uff087\uff09<strong>a<sub>RMS<\/sub>,<\/strong>\u00a0Root-mean-square (RMS) of acceleration, \u5747\u65b9\u6839\u52a0\u901f\u5ea6\u3002<\/p>\n<p>$${a_{RMS}} = \\sqrt {{{\\int_0^{{t_d}} {\\ddot u_g^2dt} } \\over {{t_d}}}} $$<\/p>\n<p>\uff088\uff09<strong>v<sub>RMS<\/sub>,<\/strong> Root-mean-square (RMS) of velocity, \u5747\u65b9\u6839\u901f\u5ea6\u3002<\/p>\n<p>$${v_{RMS}} = \\sqrt {{{\\int_0^{{t_d}} {\\dot u_g^2dt} } \\over {{t_d}}}} $$<\/p>\n<p>\uff089\uff09<strong>d<sub>RMS<\/sub>,<\/strong>\u00a0Root-mean-square (RMS) of displacement, \u5747\u65b9\u6839\u52a0\u4f4d\u79fb\u3002<\/p>\n<p>$${d_{RMS}} = \\sqrt {{{\\int_0^{{t_d}} {u_g^2dt} } \\over {{t_d}}}} $$<\/p>\n<p>\uff0810\uff09<strong>Td,<\/strong>\u00a0 <strong>Significant duration (TIA95% &#8211; TIA5%), <\/strong>The interval of time over which a proportion (percentage) of the total Arias Intensity is accumulated (default is the interval between the 5% and 95% thresholds). Arias\u5f3a\u5ea6\u5206\u522b\u536095%\u548c5%\u7684\u5bf9\u5e94\u65f6\u523b\u4e4b\u95f4\u7684\u65f6\u95f4\uff0c\u76ee\u524d\u4f7f\u7528\u6700\u5e7f\u6cdb\u7684\u5730\u9707\u5f3a\u9707\u6301\u65f6\u3002<\/p>\n<p>$${T_d} = t\\left( {0.95{I_A}} \\right) &#8211; t\\left( {0.05{I_A}} \\right)$$<\/p>\n<p>\uff0811\uff09<strong>Td,<\/strong>\u00a0 <strong>Significant duration (TIA75% &#8211; TIA5%), <\/strong>The interval of time over which a proportion (percentage) of the total Arias Intensity is accumulated (default is the interval between the 5% and 75% thresholds). Arias\u5f3a\u5ea6\u5206\u522b\u536075%\u548c5%\u7684\u5bf9\u5e94\u65f6\u523b\u4e4b\u95f4\u7684\u65f6\u95f4\u3002<\/p>\n<p>$${T_d} = t\\left( {0.75{I_A}} \\right) &#8211; t\\left( {0.05{I_A}} \\right)$$<\/p>\n<p>\uff0812\uff09<strong>Td,<\/strong>\u00a0 <strong>Significant duration (TIA15% &#8211; TIA5%), <\/strong>The interval of time over which a proportion (percentage) of the total Arias Intensity is accumulated (default is the interval between the 5% and 15% thresholds). Arias\u5f3a\u5ea6\u5206\u522b\u536015%\u548c5%\u7684\u5bf9\u5e94\u65f6\u523b\u4e4b\u95f4\u7684\u65f6\u95f4\u3002<\/p>\n<p>$${T_d} = t\\left( {0.15{I_A}} \\right) &#8211; t\\left( {0.05{I_A}} \\right)$$<\/p>\n<p>\uff0813\uff09<strong>IA,<\/strong>\u00a0 <strong>Arias Intensity<\/strong>,\u00a0Arias\u5f3a\u5ea6\u3002<\/p>\n<p>$$\\mathop I\\nolimits_A = {\\pi \\over {2g}}\\int_0^{\\mathop T\\nolimits_d } {\\mathop {\\ddot u}\\nolimits_g^2 } dt$$<\/p>\n<p>\uff0814\uff09<strong>Ic, <\/strong><strong>Characteristic Intensity ()<\/strong>\uff0c\u7279\u5f81\u5f3a\u5ea6\u3002<\/p>\n<p>$${I_c} = A_{_{rms}}^{1.5}T_d^{0.5} = {\\left( {\\sqrt {{{\\int_{\\mathop t\\nolimits_5 }^{\\mathop t\\nolimits_{95} } {\\mathop {\\ddot u}\\nolimits_g^2 dt} } \\over {\\left( {\\mathop t\\nolimits_{95} &#8211; \\mathop t\\nolimits_5 } \\right)}}} } \\right)^{1.5}}{\\left( {\\mathop t\\nolimits_{95} &#8211; \\mathop t\\nolimits_5 } \\right)^{0.5}}$$<\/p>\n<p>\uff0815\uff09<b>A95 Parameter (g)<\/b>\u3002<\/p>\n<p>For a given acceleration record and for a given acceleration level A, we can determine the area Ex bounded bythe curve a2(t) and the horizontal line at A2 level. Such areas are computed for various levels of acceleration. When the acceleration level A is the zero acceleration, the area Es, gives the Arias Intensity. The acceleration level which gives Ex\/Es, equal to 0.05 is defined as the new parameter A95.<\/p>\n<p>( Sarma S K, Yang K S. An evaluation of strong motion records and a new parameter A95[J]. Earthquake engineering &amp; structural dynamics, 1987, 15(1): 119-132. )<\/p>\n<p>\uff0816\uff09<strong>SED, <\/strong><strong>Specific Energy Density <\/strong>\uff0c\u80fd\u91cf\u5bc6\u5ea6\u3002<\/p>\n<p>$$SED = \\int_0^{{t_d}} {\\dot u_g^2dt} $$<\/p>\n<p>\uff0817\uff09<b class=\"hcp2\">CAV, <\/b><b class=\"hcp2\">Cumulative Absolute Velocity \uff0c<\/b>\u7d2f\u79ef\u7edd\u5bf9\u901f\u5ea6\u3002<\/p>\n<p>$$CAV{\\rm{ = }}\\int_0^{{t_d}} {\\left| {{{\\ddot u}_g}\\left( t \\right)} \\right|} dt$$<\/p>\n<p>\uff0818\uff09<b class=\"hcp2\">CAD, <\/b><b class=\"hcp2\">Cumulative Absolute Displacementx\uff0c<\/b>\u7d2f\u79ef\u7edd\u5bf9\u4f4d\u79fb\u3002<\/p>\n<p>$$CAD = \\int_0^{{t_d}} {\\left| {{{\\dot u}_g}\\left( t \\right)} \\right|} dt$$<\/p>\n<p>\uff0819\uff09<b class=\"hcp2\">CAI, <\/b><b class=\"hcp2\">Cumulative Absolute Energy\uff0c<\/b>\u7d2f\u79ef\u7edd\u5bf9\u80fd\u91cf\u3002<\/p>\n<p>$$CAI = \\int_0^{{t_d}} {\\left| {{u_g}\\left( t \\right)} \\right|} dt$$<\/p>\n<p>\uff0820\uff09<strong>Ea<\/strong>, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$${E_a} = \\int_0^{\\mathop t\\nolimits_d } {\\ddot u_{\\rm{g}}^2\\left( t \\right)} dt$$<\/p>\n<p>\uff0821\uff09<strong>Ars<\/strong>,\u00a0<strong>Sqrt(Ea)<\/strong>\u00a0, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$$Ars = \\sqrt {{E_a}} $$<\/p>\n<p>\uff0822\uff09<strong>Ev<\/strong>, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$${E_v} = \\int_0^{\\mathop t\\nolimits_d } {\\dot u_{\\rm{g}}^2\\left( t \\right)} dt$$<\/p>\n<p>\uff0823\uff09<strong>Vrs<\/strong>, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$$Vrs = \\sqrt {{E_v}} $$<\/p>\n<p>\uff0824\uff09<strong>Ed<\/strong>, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$${E_d} = \\int_0^{\\mathop t\\nolimits_d } {u_{\\rm{g}}^2\\left( t \\right)} dt$$<\/p>\n<p>\uff0825\uff09<strong>Drs<\/strong>, NAU\u548cHALL\u6307\u6807\u3002<\/p>\n<p>$$Drs = \\sqrt {{E_d}} $$<\/p>\n<p>\uff0826\uff09<strong>Pa, <\/strong>Housner \u5747\u65b9\u6839\u52a0\u901f\u5ea6<\/p>\n<p>$$\\mathop P\\nolimits_a = {{\\int_{\\mathop t\\nolimits_5 }^{\\mathop t\\nolimits_{95} } {\\mathop {\\ddot u}\\nolimits_g^2 dt} } \\over {\\mathop T\\nolimits_d }} = {{\\int_{\\mathop t\\nolimits_5 }^{\\mathop t\\nolimits_{95} } {\\mathop {\\ddot u}\\nolimits_g^2 dt} } \\over {\\mathop t\\nolimits_{95} &#8211; \\mathop t\\nolimits_5 }}$$<\/p>\n<p>\uff0827\uff09<strong>Arms<\/strong>\u00a0=<strong> sqrt(Pa )\uff0c<\/strong>Housner \u5747\u65b9\u6839\u6307\u6807\u3002<\/p>\n<p>$$\\mathop A\\nolimits_{rms} = \\sqrt {\\mathop P\\nolimits_a } $$<\/p>\n<p>\uff0828\uff09<strong>Pv, <\/strong>Housner \u5747\u65b9\u6839\u901f\u5ea6<\/p>\n<p>$$\\mathop P\\nolimits_v = {{\\int_{\\mathop t\\nolimits_5 }^{\\mathop t\\nolimits_{95} } {\\mathop {\\dot u}\\nolimits_g^2 } dt} \\over {\\mathop T\\nolimits_d }}$$<\/p>\n<p>\uff0829\uff09<strong>Vrms<\/strong>\u00a0=<strong> sqrt(Pv )<\/strong><strong>\uff0c<\/strong>Housner \u5747\u65b9\u6839\u6307\u6807\u3002<\/p>\n<p>$$\\mathop V\\nolimits_{rms} = \\sqrt {\\mathop P\\nolimits_v } $$<\/p>\n<p>\uff0830\uff09<strong>Pd, <\/strong>Housner \u5747\u65b9\u6839\u4f4d\u79fb\u3002<\/p>\n<p>$$\\mathop P\\nolimits_d = {{\\int_{\\mathop t\\nolimits_5 }^{\\mathop t\\nolimits_{95} } {\\mathop u\\nolimits_g^2 dt} } \\over {\\mathop T\\nolimits_d }}$$<\/p>\n<p>\uff0831\uff09<strong>Drms<\/strong>\u00a0=<strong> sqrt(Pd )<\/strong><strong>\uff0c<\/strong>Housner \u5747\u65b9\u6839\u6307\u6807\u3002<\/p>\n<p>$$\\mathop D\\nolimits_{rms} = \\sqrt {\\mathop P\\nolimits_d } $$<\/p>\n<p>\uff0832\uff09<strong>PSA\uff0cPeak Spectrum Acceleration\uff0c<\/strong>\u8c31\u52a0\u901f\u5ea6\u5cf0\u503c \u3002<\/p>\n<p>$$PSA = \\max \\left( {{S_a}\\left( {{T_{\\rm{i}}}} \\right)} \\right)$$<\/p>\n<p>\uff0833\uff09<strong>PSV\uff0cPeak Spectrum Velocity\uff0c <\/strong>\u8c31\u901f\u5ea6\u5cf0\u503c \u3002<\/p>\n<p>$$PSV = \\max \\left( {{S_v}\\left( {{T_{\\rm{i}}}} \\right)} \\right)$$<\/p>\n<p>\uff0834\uff09<strong>PSD\uff0cPeak Spectrum Displacement,<\/strong>\u8c31\u4f4d\u79fb\u5cf0\u503c<\/p>\n<p>$$PSD = \\max \\left( {{S_d}\\left( {{T_{\\rm{i}}}} \\right)} \\right)$$<\/p>\n<p>\uff0835\uff09<strong>SAavg\uff0c<\/strong>\u52a0\u901f\u5ea6\u8c31\u5747\u503c\u3002<\/p>\n<p>$$S{A_{avg}} = \\sum\\limits_{{T_{\\rm{i}}}}^{{T_{\\rm{n}}}} {{{{S_a}\\left( {{T_{\\rm{i}}}} \\right)} \\over n}} $$<\/p>\n<p>\uff0836\uff09<strong>SVavg\uff0c<\/strong>\u901f\u5ea6\u8c31\u5747\u503c\u3002<\/p>\n<p>$$S{V_{avg}} = \\sum\\limits_{{T_{\\rm{i}}}}^{{T_{\\rm{n}}}} {{{{S_v}\\left( {{T_{\\rm{i}}}} \\right)} \\over n}} $$<\/p>\n<p>\uff0837\uff09<strong>SDavg\uff0c<\/strong>\u4f4d\u79fb\u8c31\u5747\u503c\u3002<\/p>\n<p>$$S{D_{avg}} = \\sum\\limits_{{T_{\\rm{i}}}}^{{T_{\\rm{n}}}} {{{{S_{\\rm{d}}}\\left( {{T_{\\rm{i}}}} \\right)} \\over n}} $$<\/p>\n<p>\uff0838\uff09<strong>ASI\uff0cAcceleration Spectrum Intensity\u00a0<\/strong>\u52a0\u901f\u5ea6\u8c31\u70c8\u5ea6\u3002<\/p>\n<p>$$ASI = \\int_{0.1}^{0.5} {{S_{\\rm{a}}}\\left( {T,\\zeta } \\right)} dT$$<\/p>\n<p>\uff0839\uff09<strong>VSI\uff0cVelocity Spectrum Intensity ,\u00a0<\/strong>\u901f\u5ea6\u8c31\u70c8\u5ea6\u3002<\/p>\n<p>$$VSI = \\int_{0.1}^{2.0} {{S_v}\\left( {T,\\zeta } \\right)} dT$$<\/p>\n<p>\uff0840\uff09<strong>DSI\uff0cDisplacement Spectrum Intensity ,\u00a0<\/strong>\u4f4d\u79fb\u8c31\u70c8\u5ea6\u3002<\/p>\n<p>$$DSI = \\int_{2.5}^{4.0} {{S_d}\\left( {T,\\zeta } \\right)} dT$$<\/p>\n<p>\uff0841\uff09<strong>EPA\uff0cEffective Peak Acceleration,<\/strong>\u6709\u6548\u5cf0\u503c\u52a0\u901f\u5ea6<\/p>\n<p>$$EPA = {{\\int_{0.1}^{0.5} {{S_{\\rm{a}}}\\left( {T,\\zeta } \\right)} dT} \\over {2.5}}$$<\/p>\n<p>\uff0842\uff09<strong>EPV\uff0cEffective Peak Velocity ,<\/strong>\u6709\u6548\u5cf0\u503c\u901f\u5ea6<\/p>\n<p>$$EPV = {{\\int_{0.8}^{2.0} {{S_v}\\left( {T,\\zeta } \\right)} dT} \\over {2.5}}$$<\/p>\n<p>\uff0843\uff09<strong>EPD\uff0cEffective Peak Displacement ,<\/strong>\u6709\u6548\u5cf0\u503c\u4f4d\u79fb\u3002<\/p>\n<p>$$EPD = {{\\int_{2.5}^{4.0} {{S_d}\\left( {T,\\zeta } \\right)} dT} \\over {2.5}}$$<\/p>\n<p>\uff0844\uff09<strong>v0<\/strong>\uff0c<strong>The number of times the seismic acceleration curve passes through zero point per unit time. <\/strong>\u52a0\u901f\u5ea6\u5355\u4f4d\u65f6\u95f4\u5185\u901a\u8fc7\u96f6\u70b9\u6b21\u6570<\/p>\n<p>\uff0845\uff09<strong>IAM, Modified Arias Intensity, <\/strong>\u4fee\u6b63Arias\u5f3a\u5ea6<\/p>\n<p>$${I_{AM}} = {{{I_A}} \\over {v_0^2}}$$<\/p>\n<p>\uff0846\uff09<strong>Ia, Riddell\u5f3a\u5ea6\u6307\u6807<\/strong><\/p>\n<p>$${I_a} = {a_{\\max }}t_d^{1\/3}$$<\/p>\n<p>\uff0847\uff09<strong>Id, Riddell\u5f3a\u5ea6\u6307\u6807<\/strong><\/p>\n<p>$${I_d} = {d_{\\max }}t_d^{1\/3}$$<\/p>\n<p>\uff0848\uff09<strong>Iv, Riddell\u5f3a\u5ea6\u6307\u6807<\/strong><\/p>\n<p>$${I_v} = v_{\\max }^{2\/3}t_d^{1\/3}$$<\/p>\n<p>\uff0849\uff09<strong>If, Fajfar\u5f3a\u5ea6\u6307\u6807<\/strong><\/p>\n<p>$${I_f} = {v_{\\max }}t_d^{1\/4}$$<\/p>\n<p><strong>\uff0850\uff09Beta1 ( Ti&gt;=2s and Ti&lt;=10s)<\/strong><\/p>\n<p>$${\\beta _1} = {{\\sum {T_i^2\\left( {{{{S_a}\\left( {{T_i}} \\right)} \\over {PGA}}} \\right)} } \\over {\\sum {T_i^2} }}$$<\/p>\n<p><strong>\uff0851\uff09PPV\uff0cPPV = max(vg) &#8211; min(vg) \uff0c<\/strong>\u6700\u5927\u6b63\u8d1f\u901f\u5ea6\u5cf0\u503c\u5dee<\/p>\n<p><strong>\uff0852\uff09SMA\uff0c The third-largest absolute peak in acceleration<\/strong><\/p>\n<p><strong>\uff0853\uff09SMV\uff0c The third-largest absolute peak in velocity<\/strong><\/p>\n<p><strong>\uff0854\uff09SMD\uff0c The third-largest absolute peak in displacement<\/strong><\/p>\n<p><strong>\uff0855\uff09Sa (Ti)\uff0c \u6307\u5b9a\u5468\u671fTi\u4e0b\u7684 \u4f2a\u52a0\u901f\u5ea6\u8c31<\/strong><\/p>\n<p><strong>\uff0856\uff09Sv (Ti)\uff0c \u6307\u5b9a\u5468\u671fTi\u4e0b\u7684 \u4f2a\u901f\u5ea6\u8c31<\/strong><\/p>\n<p><strong>\uff0857\uff09Sd (Ti)\uff0c \u6307\u5b9a\u5468\u671fTi\u4e0b\u7684 \u4f4d\u79fb\u8c31<\/strong><\/p>\n<p><strong>\uff0858\uff09MIV\uff0cMaximum Incremental Velocity\uff0c<\/strong>\u6700\u5927\u589e\u91cf\u901f\u5ea6<\/p>\n<p><strong>\uff0859\uff09MID\uff0cMaximum Incremental Displacement\uff0c<\/strong>\u6700\u5927\u589e\u91cf\u4f4d\u79fb<\/p>\n<p><strong>\uff0860\uff09MASI\uff0cModified Acceleration Spectrum Intensity<\/strong> \u4fee\u6b63\u52a0\u901f\u5ea6\u8c31\u70c8\u5ea6\uff0c\u5468\u671fTi\u7531\u7528\u6237\u8f93\u5165<\/p>\n<p>$$MASI = \\int_{0.5{T_{\\rm{i}}}}^{1.25{T_{\\rm{i}}}} {{S_{{\\rm{pa}}}}} {\\rm{d}}T$$<\/p>\n<p><strong>\uff0861\uff09MVSI\uff0cModified Velocity Spectrum Intensity , \u4fee\u6b63\u901f\u5ea6\u8c31\u70c8\u5ea6\uff0c\u5468\u671fTi\u7531\u7528\u6237\u8f93\u5165<\/strong><\/p>\n<p>$$MVSI = \\int_{0.5{T_{\\rm{i}}}}^{1.25{T_{\\rm{i}}}} {{S_{\\rm{v}}}} {\\rm{d}}T$$<\/p>\n<p><strong>\uff0862\uff09V<sub>EIr<\/sub>SI\uff0cRelative input equivalent velocity spectrum intensity\uff0c\u76f8\u5bf9\u8f93\u5165\u7b49\u6548\u901f\u5ea6\u8c31\u5f3a\u5ea6<\/strong><\/p>\n<p>$${V_{{\\rm{EIr}}}}SI = \\int_{0.1}^{3.0} {\\sqrt { &#8211; 2\\int_0^{{t_{\\rm{f}}}} {{{\\ddot u}_g}(t) \\cdot {{\\dot u}_{\\rm{r}}}(t,T)} {\\rm{d}}t} } {\\rm{d}}T$$<\/p>\n<p><strong>\uff0863\uff09MV<sub>EIr<\/sub>SI\uff0cModified\u00a0 Relative input equivalent velocity spectrum intensity\uff0c\u4fee\u6b63VEIrSI<\/strong><\/p>\n<p>$$M{V_{{\\rm{EIr}}}}SI = \\int_{0.5{T_i}}^{1.25{T_i}} {\\sqrt { &#8211; 2\\int_0^{{t_{\\rm{f}}}} {{{\\ddot u}_g}(t) \\cdot {{\\dot u}_{\\rm{r}}}(t,T)} {\\rm{d}}t} } {\\rm{d}}T$$<\/p>\n<p><strong>\uff0864\uff09<\/strong><strong>VSI_1\uff0cVelocity Spectrum Intensity , <\/strong>\u901f\u5ea6\u8c31\u70c8\u5ea6\u3002<\/p>\n<p>$$VSI = \\int_{0.1}^{2.5} {{S_v}\\left( {T,\\zeta } \\right)} dT$$<\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u6279\u91cf\u5206\u6790 <span style=\"background-color: #ccffff;\">\u00a0<span style=\"color: #0000ff;\">( Batch Analysis <\/span><span style=\"color: #0000ff;\">)<\/span><\/span><\/strong><\/li>\n<\/ul>\n<ol style=\"list-style-type: lower-alpha;\">\n<li>\u52fe\u9009\u9700\u8981\u5206\u6790\u7684\u5730\u9707\u6ce2\u3002Check the seismic waves to be analyzed.<\/li>\n<li>\u8bbe\u7f6e\u5730\u9707\u6ce2\u57fa\u7ebf\u4fee\u6b63\u9009\u9879\u53ca\u53cd\u5e94\u8c31\u5206\u6790\u53c2\u6570\u3002Set seismic baseline correction options and response spectrum analysis parameters.<\/li>\n<li>\u70b9\u51fb\u6279\u91cf\u5206\u6790\uff0c\u8f6f\u4ef6\u5373\u53ef\u81ea\u52a8\u5bf9\u52fe\u9009\u7684\u5730\u9707\u6ce2\u8fdb\u884c\u6279\u91cf\u5206\u6790\u3002Click on batch analysis, and the software will automatically perform batch analysis on the selected seismic waves.<\/li>\n<li>\u5206\u6790\u5b8c\u6bd5\uff0c\u8f6f\u4ef6\u8f93\u51fa\u5404\u7ec4\u5730\u9707\u6ce2\u7684\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u7ed3\u679c\u53ca\u5206\u6790\u7ed3\u679c\u6c47\u603b\u3002After analysis, the software outputs the calculation results of seismic motion parameters for each group of seismic waves and summarizes the analysis results.<\/li>\n<\/ol>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-15132\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2020\/09\/GMP2020_7.png\" alt=\"\" width=\"824\" height=\"314\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-15133\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2020\/09\/GMP2020_8.png\" alt=\"\" width=\"804\" height=\"462\" srcset=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2020\/09\/GMP2020_8.png 925w, http:\/\/www.jdcui.com\/wp-content\/uploads\/2020\/09\/GMP2020_8-768x441.png 768w\" sizes=\"auto, (max-width: 804px) 100vw, 804px\" \/><\/p>\n<hr \/>\n<p><center><strong><div  class=\"thumbs-rating-container\" id=\"thumbs-rating-25643\" data-content-id=\"25643\"><button class=\"thumbs-rating-up thumbs-rating-voted\" onclick=\"thumbs_rating_vote(25643, 1);\">Vote Up +5<\/button> <button class=\"thumbs-rating-down thumbs-rating-voted\" onclick=\"thumbs_rating_vote(25643, 2);\">Vote Down -1<\/button><span class=\"thumbs-rating-already-voted\">You already voted!<\/span><\/div><\/strong><\/center><\/p>\n<ul style=\"list-style-type: square;\">\n<li style=\"text-align: left;\"><strong>\u4e0b\u8f7d\u00a0<span style=\"color: #0000ff;\">( Download )<\/span><\/strong><\/li>\n<\/ul>\n<p style=\"text-align: left;\"><span style=\"color: #ff00ff;\"><strong>\u5982\u679c\u60a8\u9700\u8981\u8fd9\u4e2a\u8f6f\u4ef6\uff0c\u8bf7\u5728\u8fd9\u7ed9\u7f51\u7ad9\u6350\u52a9\uff1a<a style=\"color: #ff00ff;\" href=\"http:\/\/www.jdcui.com\/?page_id=4813\" target=\"_blank\" rel=\"noopener noreferrer\">http:\/\/www.jdcui.com\/?page_id=4813<\/a>\uff0c\u6350\u52a9\u91d1\u989d\u4e0d\u4f4e\u4e8e300RMB\uff0c\u6350\u52a9\u540e\u5728\u8bc4\u8bba\u533a\u7559\u4e0b\u60a8\u7684\u8bc4\u8bba\uff0c\u6216\u8005\u8054\u7cfb\u7ba1\u7406\u5458QQ\uff1a3014479529\uff0c\u7ed9\u60a8\u914d\u7f6e\u8f6f\u4ef6\uff0c\u5bf9\u8f6f\u4ef6\u6709\u4efb\u4f55\u7591\u95ee\u4e5f\u6b22\u8fce\u8054\u7cfb\uff0c<em>\u656c\u8bf7\u5c0a\u91cd\u52b3\u52a8\u6210\u679c<\/em> \uff01\uff01\uff01<\/strong><span style=\"background-color: #ccffcc;\"><strong>PS. \u5982\u679c\u539f\u8f6f\u4ef6\u529f\u80fd\u65e0\u6cd5\u6ee1\u8db3\u60a8\u7684\u9700\u6c42\uff0c\u60a8\u53ef\u4ee5\u548c\u6211\u4eec\u8054\u7cfb\uff0c\u53ef\u4ee5\u9488\u5bf9\u60a8\u7684\u9700\u6c42\uff0c\u589e\u52a0\u53c2\u6570\u3001\u505a\u4fee\u6539\u548c\u8c03\u6574\u3002<\/strong><\/span><\/span><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u76f8\u5173\u535a\u6587<span style=\"color: #0000ff;\">( Related Topics)<\/span><\/strong><\/li>\n<\/ul>\n<p><strong>[01].\u00a0<a title=\"[\u8f6f\u4ef6][\u5de5\u5177] SPECTR: A program for Response Spectra Analysis [SPECTR\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f v1.0]\" href=\"http:\/\/www.jdcui.com\/?p=1875\">[\u8f6f\u4ef6][\u5de5\u5177] SPECTR: A program for Response Spectra Analysis [SPECTR\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f v1.0]<\/a><\/strong><\/p>\n<p><strong>[02].\u00a0<a title=\"[\u5730\u9707\u6ce2][\u8f6f\u4ef6]GMS: Ground Motion Selection System [\u5f3a\u9707\u8bb0\u5f55\u9009\u53d6\u7cfb\u7edf]\" href=\"http:\/\/www.jdcui.com\/?p=1096\">[\u5730\u9707\u6ce2][\u8f6f\u4ef6]GMS: Ground Motion Selection System [\u5f3a\u9707\u8bb0\u5f55\u9009\u53d6\u7cfb\u7edf]<\/a><\/strong><\/p>\n<p><strong>[03].\u00a0<a title=\"GML: Ground Motion Library Management System [\u5f3a\u9707\u8bb0\u5f55\u7ba1\u7406\u7cfb\u7edf]\" href=\"http:\/\/www.jdcui.com\/?p=1016\">GML: Ground Motion Library Management System [\u5f3a\u9707\u8bb0\u5f55\u7ba1\u7406\u7cfb\u7edf]<\/a><\/strong><\/p>\n<p><strong>[04].\u00a0<a title=\"[\u5de5\u5177][\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG: A Program for Artificial Earthquake Accelerograms Generation [\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210\u8f6f\u4ef6]\" href=\"http:\/\/www.jdcui.com\/?p=17154\">[\u5de5\u5177][\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG: A Program for Artificial Earthquake Accelerograms Generation [\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210\u8f6f\u4ef6]<\/a><\/strong><\/p>\n<p><strong>[05].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=998\">ATC-63 Ground Motion Record Sets [ATC-63\u63a8\u8350\u7684\u5730\u9707\u52a8\u8bb0\u5f55\u96c6]<\/a><\/strong><\/p>\n<p><strong>[06].\u00a0<a title=\"[\u8f6f\u4ef6][Tool] NGA Converter: PEER NGA Ground Motion Convertor [PEER\u5730\u9707\u6ce2\u6570\u636e\u683c\u5f0f\u8f6c\u6362\u5668]\" href=\"http:\/\/www.jdcui.com\/?p=873\">[\u8f6f\u4ef6][Tool] NGA Converter: PEER NGA Ground Motion Convertor [PEER\u5730\u9707\u6ce2\u6570\u636e\u683c\u5f0f\u8f6c\u6362\u5668]<\/a><\/strong><\/p>\n<p><strong>[07].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=3649\">Frequency Analysis of Ground Motion by MATLAB [MATLAB\u5730\u9707\u52a8\u9891\u57df\u5206\u6790]<\/a><\/strong><\/p>\n<p><strong>[08].\u00a0<a title=\"[\u8f6f\u4ef6][\u4e0b\u8f7d][\u5730\u9707\u52a8] SGMPZM: Seismic Ground Motion Parameter Calculator of Chinese Zonation Map [\u300aGB18306-2015 \u5730\u9707\u52a8\u53c2\u6570\u533a\u5212\u56fe\u300b\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u8f6f\u4ef6]\" href=\"http:\/\/www.jdcui.com\/?p=2746\">[\u8f6f\u4ef6][\u4e0b\u8f7d][\u5730\u9707\u52a8] SGMPZM: Seismic Ground Motion Parameter Calculator of Chinese Zonation Map [\u300aGB18306-2015 \u5730\u9707\u52a8\u53c2\u6570\u533a\u5212\u56fe\u300b\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u8f6f\u4ef6]<\/a><\/strong><\/p>\n<p><strong>[09].\u00a0<a title=\"[Tool][\u7f16\u7a0b][\u8f6f\u4ef6] \u6c34\u7535\u5de5\u7a0b\u6c34\u5de5\u5efa\u7b51\u7269\u6807\u51c6\u8bbe\u8ba1\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f(NB 35047-2015)\" href=\"http:\/\/www.jdcui.com\/?p=4502\">[Tool][\u7f16\u7a0b][\u8f6f\u4ef6] \u6c34\u7535\u5de5\u7a0b\u6c34\u5de5\u5efa\u7b51\u7269\u6807\u51c6\u8bbe\u8ba1\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f(NB 35047-2015)<\/a><\/strong><\/p>\n<p><strong>[10].\u00a0<a title=\"GB18306-2015\u5730\u9707\u52a8\u53c2\u6570\u786e\u5b9a\u6b65\u9aa4\u4e0e\u5b9e\u4f8b (Ground motion parameter determination steps and examples of GB18306-2015)\" href=\"http:\/\/www.jdcui.com\/?p=2948\" target=\"_blank\" rel=\"noopener\">GB18306-2015\u5730\u9707\u52a8\u53c2\u6570\u786e\u5b9a\u6b65\u9aa4\u4e0e\u5b9e\u4f8b (Ground motion parameter determination steps and examples of GB18306-2015)<\/a><\/strong><\/p>\n<p><strong>[11].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4272\">\u8bbe\u8ba1\u57fa\u672c\u5730\u9707\u52a0\u901f\u5ea6\u4e0e\u6c34\u5e73\u5730\u9707\u5f71\u54cd\u7cfb\u6570\u6700\u5927\u503c<\/a><\/strong><\/p>\n<p><strong>[12].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=3669\">Tripartite Plot of Response Spectra [\u4e09\u8054\u53cd\u5e94\u8c31\u7684\u57fa\u672c\u6982\u5ff5\u4e0e\u7ed8\u5236]<\/a><\/strong><\/p>\n<p><strong>[13].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=3647\">Earthquake Response Spectra Analysis by MATLAB [MATLAB\u5730\u9707\u53cd\u5e94\u8c31\u5206\u6790]<\/a><\/strong><\/p>\n<p><strong>[14].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=2094\">YJK\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u5206\u6790\u4e0e\u5730\u9707\u6ce2\u9009\u53d6\u6ce8\u610f\u4e8b\u9879<\/a><\/strong><\/p>\n<p><strong>[15].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=2021\">\u5730\u9707\u53cd\u5e94\u8c31\u7684\u7279\u6027(The Characteristics of Earthquake Response Spectrum)<\/a><\/strong><\/p>\n<p><strong>[16].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=713\">Basics of Earthquake Response Spectra[\u5730\u9707\u53cd\u5e94\u8c31\u7684\u57fa\u672c\u6982\u5ff5]<\/a><\/strong><\/p>\n<p><strong>[17].\u00a0<a title=\"[\u4e0b\u8f7d][\u8f6f\u4ef6][\u89c4\u8303]GB-SPECT: Chinese Code\u2019s Design Response Spectrum[\u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31\u751f\u6210\u7a0b\u5e8f]\" href=\"http:\/\/www.jdcui.com\/?p=15\">[\u4e0b\u8f7d][\u8f6f\u4ef6][\u89c4\u8303]GB-SPECT: Chinese Code\u2019s Design Response Spectrum[\u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31\u751f\u6210\u7a0b\u5e8f]<\/a><\/strong><\/p>\n<p><strong>[18].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=5262\">ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e00)<\/a><\/strong><\/p>\n<p><strong>[19].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=5287\">ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e8c)<\/a><\/strong><\/p>\n<p><strong>[20].\u00a0<a title=\"[Tool][\u8f6f\u4ef6][\u52a8\u529b\u5b66]NSDOF v2016: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF: \u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177)\" href=\"http:\/\/www.jdcui.com\/?p=2712\">[Tool][\u8f6f\u4ef6][\u52a8\u529b\u5b66]NSDOF v2016: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF: \u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177)<\/a><\/strong><\/p>\n<p><strong>[21].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=3645\">Dynamic Analysis of SDOF System by MATLAB [MATLAB\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u54cd\u5e94\u5206\u6790]<\/a><\/strong><\/p>\n<p><strong>[22].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=5349\">\u5730\u9707\u6ce2\u57fa\u7ebf\u662f\u5426\u4fee\u6b63\u5bf9\u7ed3\u6784\u5206\u6790\u7ed3\u679c\u7684\u5f71\u54cd\uff08\u4e00\uff09<\/a><\/strong><\/p>\n<p><strong>[23].\u00a0<a title=\"[\u79d1\u7814][\u5de5\u5177][\u5730\u9707\u52a8] RSF: Response Spectrum Fitting v2018: \u53cd\u5e94\u8c31\u62df\u5408\u53ca\u53cd\u5e94\u8c31\u7279\u5f81\u53c2\u6570\u63d0\u53d6\u5de5\u5177 [RSF: A tool for fitting response spectrum and extracting response spectrum parameters]\" href=\"http:\/\/www.jdcui.com\/?p=8511\">[\u79d1\u7814][\u5de5\u5177][\u5730\u9707\u52a8] RSF: Response Spectrum Fitting v2018: \u53cd\u5e94\u8c31\u62df\u5408\u53ca\u53cd\u5e94\u8c31\u7279\u5f81\u53c2\u6570\u63d0\u53d6\u5de5\u5177 [RSF: A tool for fitting response spectrum and extracting response spectrum parameters]<\/a><\/strong><\/p>\n<p><strong>[24].\u00a0<a title=\"[Software][\u79d1\u7814\u5c0f\u5de5\u5177] FDEnergy: \u529b-\u4f4d\u79fb\u7d2f\u79ef\u8017\u80fd\u8ba1\u7b97 [Force-Displacement Cumulative Dissipated Energy Calculator ]\" href=\"http:\/\/www.jdcui.com\/?p=6533\">[Software][\u79d1\u7814\u5c0f\u5de5\u5177] FDEnergy: \u529b-\u4f4d\u79fb\u7d2f\u79ef\u8017\u80fd\u8ba1\u7b97 [Force-Displacement Cumulative Dissipated Energy Calculator ]<\/a><\/strong><\/p>\n<p><strong>[25].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=7719\">[Tool][\u66f4\u65b0][Updates] SPECTR (v1.1) \u2013 A program for Response Spectra Analysis [SPECTR\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f\u66f4\u65b0]<\/a><\/strong><\/p>\n<p><strong>[26].\u00a0<a title=\"[\u5730\u9707\u5de5\u7a0b][\u8f6f\u4ef6] GMS Converter: \u5730\u9707\u6ce2\u901a\u7528\u683c\u5f0f\u8f6c\u6362\u5668[ GMS Converter: General Formats Transformer for Earthquake Records]\" href=\"http:\/\/www.jdcui.com\/?p=4604\">[\u5730\u9707\u5de5\u7a0b][\u8f6f\u4ef6] GMS Converter: \u5730\u9707\u6ce2\u901a\u7528\u683c\u5f0f\u8f6c\u6362\u5668[ GMS Converter: General Formats Transformer for Earthquake Records]<\/a><\/strong><\/p>\n<p><strong>[27].\u00a0<a title=\"[\u7f16\u7a0b][\u8f6f\u4ef6][PERFORM-3D] PERFORM-3D\u5730\u9707\u6ce2\u65f6\u7a0b\u9006\u5411\u8f6c\u6362\u5de5\u5177\" href=\"http:\/\/www.jdcui.com\/?p=9147\">[\u7f16\u7a0b][\u8f6f\u4ef6][PERFORM-3D] PERFORM-3D\u5730\u9707\u6ce2\u65f6\u7a0b\u9006\u5411\u8f6c\u6362\u5de5\u5177<\/a><\/strong><\/p>\n<p><strong>[28].\u00a0<a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=14865\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[29].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=10262\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][Tool] \u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u8f6f\u4ef6GMP\uff1a\u8865\u5145\u4ecb\u7ecd\u53ca\u8bf4\u660e<\/a><\/strong><\/p>\n<p><strong>[30].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=10350\">[\u5730\u9707\u5de5\u7a0b][\u79d1\u7814]\u5730\u9707\u52a8\u80fd\u91cf\u53cd\u5e94\u8c31 (Earthquake Energy Demand Spectra)<\/a><\/strong><\/p>\n<p><strong>[31].\u00a0<a title=\"[\u5730\u9707\u52a8][\u8f6f\u4ef6][\u7814\u7a76] DCF_SPECT: A Tool for Calculating Damping Correction Factor of Earthquake Spectrum [\u5730\u9707\u53cd\u5e94\u8c31\u963b\u5c3c\u4fee\u6b63\u7cfb\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=10428\">[\u5730\u9707\u52a8][\u8f6f\u4ef6][\u7814\u7a76] DCF_SPECT: A Tool for Calculating Damping Correction Factor of Earthquake Spectrum [\u5730\u9707\u53cd\u5e94\u8c31\u963b\u5c3c\u4fee\u6b63\u7cfb\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[32].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=10432\">[\u51cf\u9694\u9707][\u5730\u9707\u5de5\u7a0b][\u8f6f\u4ef6][Tool] \u8f6f\u94a2\u00b7\u6469\u64e6\u963b\u5c3c\u5668\u51cf\u9707\u7ed3\u6784\u7684\u6027\u80fd\u66f2\u7ebf\u8ba1\u7b97<\/a><\/strong><\/p>\n<p><strong>[33].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=10456\">[\u5730\u9707\u5de5\u7a0b][\u79d1\u7814][\u8f6f\u4ef6][Tool] \u7b49\u5ef6\u6027\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177 (Construction of Constant-Ductility Response Spectrum)<\/a><\/strong><\/p>\n<p><strong>[34].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=11316\">[\u9009\u6ce2][\u5730\u9707\u6ce2][Tool] GMS: Ground Motion Selection Program Updates (GMS\u9009\u6ce2\u8f6f\u4ef6\u66f4\u65b0)<\/a><\/strong><\/p>\n<p><strong>[35].\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=11327\">[\u9009\u6ce2][\u5730\u9707\u6ce2] \u8bb0\u5f55\u4e00\u4e2a\u5b9e\u9645\u5de5\u7a0b\u6709\u8da3\u7684\u9009\u6ce2\u95ee\u9898<\/a><\/strong><\/p>\n<p><strong>[36].\u00a0<a title=\"[PEER][\u5730\u9707\u6ce2] \u5173\u4e8ePEER\u5f3a\u9707\u6570\u636e\u5e93\u5730\u9707\u6ce2\u7684\u5355\u4f4d\u53ca\u6570\u636e\u683c\u5f0f\" href=\"http:\/\/www.jdcui.com\/?p=11555\">[PEER][\u5730\u9707\u6ce2] \u5173\u4e8ePEER\u5f3a\u9707\u6570\u636e\u5e93\u5730\u9707\u6ce2\u7684\u5355\u4f4d\u53ca\u6570\u636e\u683c\u5f0f<\/a><\/strong><\/p>\n<p><strong>[37]. <a href=\"http:\/\/www.jdcui.com\/?p=12965\">[\u79d1\u7814][\u66f4\u65b0][Update] \u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u8f6f\u4ef6(GMP)\u66f4\u65b0 (\u652f\u6301\u66f4\u591a\u6570\u636e\u5bfc\u5165\u683c\u5f0f)<\/a><\/strong><\/p>\n<p><strong>[38]. <a href=\"http:\/\/www.jdcui.com\/?p=5290\" target=\"_blank\" rel=\"noopener noreferrer\">YJK1.7\u4eba\u5de5\u6ce2\u529f\u80fd\u6d4b\u8bd5<\/a><\/strong><\/p>\n<p><strong>[39]. <a title=\"[\u5de5\u7a0b][\u9879\u76ee][\u5730\u9707\u52a8][\u8f6f\u4ef6] EPA Scaling: EPA-based Adjustment Tool of Seismic Ground Motion Record[\u57fa\u4e8eEPA\u7684\u5730\u9707\u52a8\u8bb0\u5f55\u8c03\u6574\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=13866\" target=\"_blank\" rel=\"noopener\">[\u5de5\u7a0b][\u9879\u76ee][\u5730\u9707\u52a8][\u8f6f\u4ef6] EPA Scaling: EPA-based Adjustment Tool of Seismic Ground Motion Record[\u57fa\u4e8eEPA\u7684\u5730\u9707\u52a8\u8bb0\u5f55\u8c03\u6574\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[40]. <a href=\"http:\/\/www.jdcui.com\/?p=13874\" target=\"_blank\" rel=\"noopener noreferrer\">[\u6570\u5b66][\u5730\u9707\u52a8][\u8f6f\u4ef6] FOUR_TRAN: Fourier Analysis Tool [\u5085\u91cc\u53f6\u5206\u6790\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[41]. <a href=\"http:\/\/www.jdcui.com\/?p=13914\" target=\"_blank\" rel=\"noopener noreferrer\">[\u6570\u5b66][\u8f6f\u4ef6] FOUR_TRAN Example 3: Earthquake Ground Acceleration Frequency Spectrum Analysis [FOUR_TRAN\u5085\u91cc\u53f6\u5206\u6790\u5de5\u5177\u4f7f\u7528\u6848\u4f8b3: \u5730\u9707\u6ce2\u9891\u8c31\u5206\u6790]<\/a><\/strong><\/p>\n<p><strong>[42]. <a href=\"http:\/\/www.jdcui.com\/?p=13866\" target=\"_blank\" rel=\"noopener noreferrer\">[\u5de5\u7a0b][\u9879\u76ee][\u5730\u9707\u52a8][\u8f6f\u4ef6] EPA Scaling: EPA-based Adjustment Tool of Seismic Ground Motion Record[\u57fa\u4e8eEPA\u7684\u5730\u9707\u52a8\u8bb0\u5f55\u8c03\u6574\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[43]. <a href=\"http:\/\/www.jdcui.com\/?p=13947\" target=\"_blank\" rel=\"noopener noreferrer\">[Tool][\u8f6f\u4ef6][Dynamics] NSDOF v2020: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2020)<\/a><\/strong><\/p>\n<p><strong>[44]. <a title=\"[\u8f6f\u4ef6][\u5de5\u5177][\u5730\u9707\u6ce2] KNETConvert: Kik-net Ground Motion Converter [K-Net, Kik-net \u5730\u9707\u6ce2\u6570\u636e\u8f6c\u6362\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=14730\" target=\"_blank\" rel=\"noopener noreferrer\">[\u8f6f\u4ef6][\u5de5\u5177][\u5730\u9707\u6ce2] KNETConvert: Kik-net Ground Motion Converter [K-Net, Kik-net \u5730\u9707\u6ce2\u6570\u636e\u8f6c\u6362\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[45]. <a title=\"[\u5730\u9707\u5de5\u7a0b][\u79d1\u7814][\u8f6f\u4ef6] IRSA 2020: Inelastic Response Spectra Analysis Program (\u5f39\u5851\u6027\u53cd\u5e94\u8c31\u53ca\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u5de5\u5177)\" href=\"http:\/\/www.jdcui.com\/?p=11765\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u5de5\u7a0b][\u79d1\u7814][\u8f6f\u4ef6] IRSA 2020: Inelastic Response Spectra Analysis Program (\u5f39\u5851\u6027\u53cd\u5e94\u8c31\u53ca\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u5de5\u5177)<\/a><\/strong><\/p>\n<p><strong>[46]. <a title=\"[Tool][\u8f6f\u4ef6][\u66f4\u65b0][\u6027\u80fd\u8bbe\u8ba1] PPPSP v2020: Pushover Performance Point Solution Program [PPPSP v2020: Pushover \u5206\u6790\u6027\u80fd\u70b9\u6c42\u89e3\u7a0b\u5e8f][Based on FEMA 440]\" href=\"http:\/\/www.jdcui.com\/?p=14875\" target=\"_blank\" rel=\"noopener\">[Tool][\u8f6f\u4ef6][\u66f4\u65b0][\u6027\u80fd\u8bbe\u8ba1] PPPSP v2020: Pushover Performance Point Solution Program [PPPSP v2020: Pushover \u5206\u6790\u6027\u80fd\u70b9\u6c42\u89e3\u7a0b\u5e8f][Based on FEMA 440]<\/a><\/strong><\/p>\n<p><strong>[47]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=14865\" target=\"_blank\" rel=\"noopener noreferrer\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][Update] GMP v2020: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[48]. <a title=\"[\u53cd\u5e94\u8c31][\u52a8\u529b\u5b66][\u6297\u9707] \u4e0d\u540c\u963b\u5c3c\u6bd4\u53cd\u5e94\u8c31\u66f2\u7ebf\u7684\u76f8\u4ea4\u73b0\u8c61 (The Curve Intersection Phenomenon of Response Spectra with Different Damping Ratios)\" href=\"http:\/\/www.jdcui.com\/?p=15305\" target=\"_blank\" rel=\"noopener noreferrer\">[\u53cd\u5e94\u8c31][\u52a8\u529b\u5b66][\u6297\u9707] \u4e0d\u540c\u963b\u5c3c\u6bd4\u53cd\u5e94\u8c31\u66f2\u7ebf\u7684\u76f8\u4ea4\u73b0\u8c61 (The Curve Intersection Phenomenon of Response Spectra with Different Damping Ratios)<\/a><\/strong><\/p>\n<p><strong>[49]. <a title=\"[\u5730\u9707][\u52a8\u529b\u5b66] \u5bf9\u79f0\u7ed3\u6784\u7684\u5730\u9707\u526a\u529b\u89c4\u5f8b (Seismic Shear Law of Symmetrical Structures)\" href=\"http:\/\/www.jdcui.com\/?p=15837\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707][\u52a8\u529b\u5b66] \u5bf9\u79f0\u7ed3\u6784\u7684\u5730\u9707\u526a\u529b\u89c4\u5f8b (Seismic Shear Law of Symmetrical Structures)<\/a><\/strong><\/p>\n<p><strong>[50]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u6ce2][\u6297\u9707] GMS_DESIGN: Ground Motion Selection Program for Practicing Engineers [\u5730\u9707\u6ce2\u9009\u6ce2\u5de5\u5177 \u5de5\u7a0b\u5e08\u7248]\" href=\"http:\/\/www.jdcui.com\/?p=15488\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u6ce2][\u6297\u9707] GMS_DESIGN: Ground Motion Selection Program for Practicing Engineers [\u5730\u9707\u6ce2\u9009\u6ce2\u5de5\u5177 \u5de5\u7a0b\u5e08\u7248]<\/a><\/strong><\/p>\n<p><strong>[51]. <a title=\"[\u5730\u9707][\u7ed3\u6784] \u53cc\u5411\u5730\u9707\u4f5c\u7528\u6548\u5e94,\u3010\u5148\u632f\u578b\u7ec4\u5408,\u518d\u65b9\u5411\u7ec4\u5408\u3011\u53ca\u3010\u5148\u65b9\u5411\u7ec4\u5408\u518d\u65b9\u5411\u7ec4\u5408\u3011\u7684\u5dee\u5f02\uff1f(\u5b9e\u9645\u6848\u4f8b\u6d4b\u7b97)\" href=\"http:\/\/www.jdcui.com\/?p=15688\" target=\"_blank\" rel=\"noopener noreferrer\">[\u5730\u9707][\u7ed3\u6784] \u53cc\u5411\u5730\u9707\u4f5c\u7528\u6548\u5e94,\u3010\u5148\u632f\u578b\u7ec4\u5408,\u518d\u65b9\u5411\u7ec4\u5408\u3011\u53ca\u3010\u5148\u65b9\u5411\u7ec4\u5408\u518d\u65b9\u5411\u7ec4\u5408\u3011\u7684\u5dee\u5f02\uff1f(\u5b9e\u9645\u6848\u4f8b\u6d4b\u7b97)<\/a><\/strong><\/p>\n<p><strong>[52]. <a title=\"[\u5730\u9707\u8ba1\u7b97][\u53cd\u5e94\u8c31][\u52a8\u529b\u5b66][CQC] \u632f\u578b\u53e0\u52a0\u6cd5\u968f\u7740\u7ec4\u5408\u632f\u578b\u6570\u91cf\u7684\u589e\u52a0\u5404\u79cd\u54cd\u5e94\u91cf\u662f\u600e\u4e48\u53d8\u5316\u7684\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=15398\" target=\"_blank\" rel=\"noopener noreferrer\">[\u5730\u9707\u8ba1\u7b97][\u53cd\u5e94\u8c31][\u52a8\u529b\u5b66][CQC] \u632f\u578b\u53e0\u52a0\u6cd5\u968f\u7740\u7ec4\u5408\u632f\u578b\u6570\u91cf\u7684\u589e\u52a0\u5404\u79cd\u54cd\u5e94\u91cf\u662f\u600e\u4e48\u53d8\u5316\u7684\uff1f<\/a><\/strong><\/p>\n<p><strong>[53]. <a title=\"[\u6297\u9707][\u52a8\u529b\u5b66] \u5bf9\u4e8e\u6574\u4f53\u7ed3\u6784\uff0cX\u5411\u5730\u9707\u4f5c\u7528\u4e0b\u6709Y\u5411\u526a\u529b\u5417\uff1f\u6709\uff01\uff01\" href=\"http:\/\/www.jdcui.com\/?p=15759\" target=\"_blank\" rel=\"noopener noreferrer\">[\u6297\u9707][\u52a8\u529b\u5b66] \u5bf9\u4e8e\u6574\u4f53\u7ed3\u6784\uff0cX\u5411\u5730\u9707\u4f5c\u7528\u4e0b\u6709Y\u5411\u526a\u529b\u5417\uff1f\u6709\uff01\uff01<\/a><\/strong><\/p>\n<p><strong>[54]. <a title=\"[\u5730\u9707\u6ce2][\u9009\u6ce2][\u6559\u7a0b] \u65f6\u7a0b\u5206\u6790\u5730\u9707\u6ce2\u9009\u6ce2\u4ecb\u7ecd ( Introduction of Seismic Wave Selection in Time History Analysis)\" href=\"http:\/\/www.jdcui.com\/?p=15857\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u6ce2][\u9009\u6ce2][\u6559\u7a0b] \u65f6\u7a0b\u5206\u6790\u5730\u9707\u6ce2\u9009\u6ce2\u4ecb\u7ecd ( Introduction of Seismic Wave Selection in Time History Analysis)<\/a><\/strong><\/p>\n<p><strong>[55]. <a title=\"[\u6297\u9707][\u51cf\u9707][\u7b14\u8bb0] \u9ecf\u5f39\u6027\u963b\u5c3c\u5668\u7684\u51cf\u9707\u6027\u80fd\u66f2\u7ebf Response Reduction Curve of Viscoelastic (VE) System\" href=\"http:\/\/www.jdcui.com\/?p=15872\" target=\"_blank\" rel=\"noopener noreferrer\">[\u6297\u9707][\u51cf\u9707][\u7b14\u8bb0] \u9ecf\u5f39\u6027\u963b\u5c3c\u5668\u7684\u51cf\u9707\u6027\u80fd\u66f2\u7ebf Response Reduction Curve of Viscoelastic (VE) System<\/a><\/strong><\/p>\n<p><strong>[56]. <a title=\"[\u5730\u9707][\u52a8\u529b\u5b66][Dynamics] \u5c06\u963b\u5c3c\u77e9\u9635\u7684\u975e\u5bf9\u89d2\u7ebf\u5143\u7d20\u53d6\u4e3a0\u8ba1\u7b97\u7ed3\u679c\u4f1a\u600e\u4e48\u6837\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=15882\" target=\"_blank\" rel=\"noopener noreferrer\">[\u5730\u9707][\u52a8\u529b\u5b66][Dynamics] \u5c06\u963b\u5c3c\u77e9\u9635\u7684\u975e\u5bf9\u89d2\u7ebf\u5143\u7d20\u53d6\u4e3a0\u8ba1\u7b97\u7ed3\u679c\u4f1a\u600e\u4e48\u6837\uff1f<\/a><\/strong><\/p>\n<p><strong>[57]. <a title=\"[\u5de5\u5177][\u8f6f\u4ef6][\u89c4\u8303] \u5e7f\u4e1c\u7701\u6807\u51c6\u300a\u9ad8\u5c42\u5efa\u7b51\u6df7\u51dd\u571f\u7ed3\u6784\u8bbe\u8ba1\u89c4\u8303\u300b\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177\" href=\"http:\/\/www.jdcui.com\/?p=14176\" target=\"_blank\" rel=\"noopener noreferrer\">[\u5de5\u5177][\u8f6f\u4ef6][\u89c4\u8303] \u5e7f\u4e1c\u7701\u6807\u51c6\u300a\u9ad8\u5c42\u5efa\u7b51\u6df7\u51dd\u571f\u7ed3\u6784\u8bbe\u8ba1\u89c4\u8303\u300b\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177<\/a><\/strong><\/p>\n<p><strong>[58]. <a title=\"[\u8d44\u6599] 1940 El Centro (Imperial Valley) Earthquake \u5730\u9707\u6ce2\" href=\"http:\/\/www.jdcui.com\/?p=15947\" target=\"_blank\" rel=\"noopener noreferrer\">[\u8d44\u6599] 1940 El Centro (Imperial Valley) Earthquake \u5730\u9707\u6ce2<\/a><\/strong><\/p>\n<p><strong>[59] <a title=\"[\u52a8\u529b\u5b66][Dynamics][SAP2000] SAP2000\u4e2d\u632f\u578b\u5411\u91cf\u7684\u6807\u51c6\u5316\u65b9\u6cd5\" href=\"http:\/\/www.jdcui.com\/?p=16075\" target=\"_blank\" rel=\"noopener noreferrer\">[\u52a8\u529b\u5b66][Dynamics][SAP2000] SAP2000\u4e2d\u632f\u578b\u5411\u91cf\u7684\u6807\u51c6\u5316\u65b9\u6cd5<\/a><\/strong><\/p>\n<p><strong>[60] <a title=\"[Dynamics][\u52a8\u529b\u5b66][\u6297\u9707] \u7b49\u6548\u5730\u9707\u529b\u4e0e\u4f2a\u52a0\u901f\u5ea6\u53cd\u5e94\u8c31(Equivalent Static Lateral Seismic Force and Pseudo-Acceleration Spectrum)\" href=\"http:\/\/www.jdcui.com\/?p=16299\" target=\"_blank\" rel=\"noopener noreferrer\">[Dynamics][\u52a8\u529b\u5b66][\u6297\u9707] \u7b49\u6548\u5730\u9707\u529b\u4e0e\u4f2a\u52a0\u901f\u5ea6\u53cd\u5e94\u8c31(Equivalent Static Lateral Seismic Force and Pseudo-Acceleration Spectrum)<\/a><\/strong><\/p>\n<p><strong>[61] <a title=\"[Dynamics][\u52a8\u529b\u5b66][SAP2000] \u6881\u7684\u632f\u52a8\u5f62\u6001\u53ca\u632f\u578b\u8d28\u91cf (Vibration Modes and Modal Mass of Beams)\" href=\"http:\/\/www.jdcui.com\/?p=15984\" target=\"_blank\" rel=\"noopener noreferrer\">[Dynamics][\u52a8\u529b\u5b66][SAP2000] \u6881\u7684\u632f\u52a8\u5f62\u6001\u53ca\u632f\u578b\u8d28\u91cf (Vibration Modes and Modal Mass of Beams)<\/a><\/strong><\/p>\n<p><strong>[62] <a title=\"[Dynamics][\u52a8\u529b\u5b66] \u7edd\u5bf9\u52a0\u901f\u5ea6\u5927\u8fd8\u662f\u76f8\u5bf9\u52a0\u901f\u5ea6\u5927\uff1f( Which value is greater? Absolute acceleration or relative acceleration?)\" href=\"http:\/\/www.jdcui.com\/?p=16305\" target=\"_blank\" rel=\"noopener\">[Dynamics][\u52a8\u529b\u5b66] \u7edd\u5bf9\u52a0\u901f\u5ea6\u5927\u8fd8\u662f\u76f8\u5bf9\u52a0\u901f\u5ea6\u5927\uff1f( Which value is greater? Absolute acceleration or relative acceleration?)<\/a><\/strong><\/p>\n<p><strong>[63] <a title=\"[\u5730\u9707\u52a8][\u52a8\u529b\u5b66] \u5730\u9707\u6ce2\u7684\u57fa\u7ebf\u4fee\u6b63\u662f\u4ec0\u4e48\u610f\u601d\uff1f\u4ec0\u4e48\u65f6\u5019\u8981\u57fa\u7ebf\u4fee\u6b63\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=16343\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u52a8][\u52a8\u529b\u5b66] \u5730\u9707\u6ce2\u7684\u57fa\u7ebf\u4fee\u6b63\u662f\u4ec0\u4e48\u610f\u601d\uff1f\u4ec0\u4e48\u65f6\u5019\u8981\u57fa\u7ebf\u4fee\u6b63\uff1f<\/a><\/strong><\/p>\n<p><strong>[64] <a title=\"[SPECTR][SeismoSignal] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=16340\" target=\"_blank\" rel=\"noopener\">[SPECTR][SeismoSignal] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f<\/a><\/strong><\/p>\n<p><strong>[65] <a title=\"[\u52a8\u529b\u5b66][\u8212\u9002\u5ea6] \u589e\u52a0\u7ed3\u6784\u7684\u521a\u5ea6\u53ef\u4ee5\u964d\u4f4e\u7684\u7ed3\u6784\u7684\u52a0\u901f\u5ea6\u5417\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=16350\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8212\u9002\u5ea6] \u589e\u52a0\u7ed3\u6784\u7684\u521a\u5ea6\u53ef\u4ee5\u964d\u4f4e\u7684\u7ed3\u6784\u7684\u52a0\u901f\u5ea6\u5417\uff1f<\/a><\/strong><\/p>\n<p><strong>[66] <a title=\"[\u52a8\u529b\u5b66][Dynamics] \u52a8\u529b\u65f6\u7a0b\u5206\u6790\u6c42\u89e3\u7684\u4f4d\u79fb\u548c\u901f\u5ea6\u7ed3\u679c\u80fd\u5426\u901a\u8fc7\u76f8\u5e94\u7684\u52a0\u901f\u5ea6\u7ed3\u679c\u8fdb\u884c\u79ef\u5206\u5f97\u5230\uff1f(Can the displacement and velocity results obtained by dynamic time history analysis be obtained by integrating the corresponding acceleration results?)\" href=\"http:\/\/www.jdcui.com\/?p=16504\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][Dynamics] \u52a8\u529b\u65f6\u7a0b\u5206\u6790\u6c42\u89e3\u7684\u4f4d\u79fb\u548c\u901f\u5ea6\u7ed3\u679c\u80fd\u5426\u901a\u8fc7\u76f8\u5e94\u7684\u52a0\u901f\u5ea6\u7ed3\u679c\u8fdb\u884c\u79ef\u5206\u5f97\u5230\uff1f(Can the displacement and velocity results obtained by dynamic time history analysis be obtained by integrating the corresponding acceleration results?)<\/a><\/strong><\/p>\n<p style=\"text-align: left;\"><strong>[67] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b1\u2014\u2014\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u5f39\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16699\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b1\u2014\u2014\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u5f39\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p style=\"text-align: left;\"><strong>[68] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b2\u2014\u2014\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16701\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b2\u2014\u2014\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p style=\"text-align: left;\"><strong>[69] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b3\u2014\u2014\u975e\u7ebf\u6027\u7c98\u6ede\u963b\u5c3c\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16703\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b3\u2014\u2014\u975e\u7ebf\u6027\u7c98\u6ede\u963b\u5c3c\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p style=\"text-align: left;\"><strong>[70] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b4\u2014\u2014\u6469\u64e6\u963b\u5c3c\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16705\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b4\u2014\u2014\u6469\u64e6\u963b\u5c3c\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p style=\"text-align: left;\"><strong>[71] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b5\u2014\u2014\u975e\u7ebf\u6027\u7c98\u6ede\u963b\u5c3c\u5668+\u6750\u6599\u975e\u7ebf\u6027 \u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16708\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b5\u2014\u2014\u975e\u7ebf\u6027\u7c98\u6ede\u963b\u5c3c\u5668+\u6750\u6599\u975e\u7ebf\u6027 \u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p><strong>[72] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b6\u2014\u2014\u8bbe\u7f6e\u9ecf\u5f39\u6027\u963b\u5c3c\u5668\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790\" href=\"http:\/\/www.jdcui.com\/?p=16837\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b6\u2014\u2014\u8bbe\u7f6e\u9ecf\u5f39\u6027\u963b\u5c3c\u5668\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790<\/a><\/strong><\/p>\n<p><strong>[73] <a title=\"[\u4e0b\u8f7d][\u8f6f\u4ef6]GB-SPECT V2021: \u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31\u751f\u6210\u7a0b\u5e8f [Chinese Code\u2019s Design Response Spectrum]\" href=\"http:\/\/www.jdcui.com\/?p=11864\" target=\"_blank\" rel=\"noopener\">[\u4e0b\u8f7d][\u8f6f\u4ef6]GB-SPECT V2021: \u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31\u751f\u6210\u7a0b\u5e8f [Chinese Code\u2019s Design Response Spectrum]<\/a><\/strong><\/p>\n<p><strong>[74] <a title=\"[\u7ed3\u6784][\u8f6f\u4ef6] TLDPC: \u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u53c2\u6570\u8ba1\u7b97\u5668 [TLDPC: Tuned Liquid Damper (TLD) Parameter Calculator]\" href=\"http:\/\/www.jdcui.com\/?p=16813\" target=\"_blank\" rel=\"noopener\">[\u7ed3\u6784][\u8f6f\u4ef6] TLDPC: \u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u53c2\u6570\u8ba1\u7b97\u5668 [TLDPC: Tuned Liquid Damper (TLD) Parameter Calculator]<\/a><\/strong><\/p>\n<p><strong>[75] <a title=\"[\u4e0b\u8f7d][\u8f6f\u4ef6] \u9ecf\u6ede\u963b\u5c3c\u7cfb\u6570\u5355\u4f4d\u8f6c\u6362\u5de5\u5177 [Viscous Damping Coefficient Unit Conversion Tool]\" href=\"http:\/\/www.jdcui.com\/?p=16852\" target=\"_blank\" rel=\"noopener\">[\u4e0b\u8f7d][\u8f6f\u4ef6] \u9ecf\u6ede\u963b\u5c3c\u7cfb\u6570\u5355\u4f4d\u8f6c\u6362\u5de5\u5177 [Viscous Damping Coefficient Unit Conversion Tool]<\/a><\/strong><\/p>\n<p><strong>[76] <a title=\"[\u7b14\u8bb0][\u7b97\u4f8b][\u51cf\u632f] \u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u51cf\u9707\u7b97\u4f8b [Example of Vibration Reduction of Tuned Liquid Damper (TLD) ]\" href=\"http:\/\/www.jdcui.com\/?p=16818\" target=\"_blank\" rel=\"noopener\">[\u7b14\u8bb0][\u7b97\u4f8b][\u51cf\u632f] \u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u51cf\u9707\u7b97\u4f8b [Example of Vibration Reduction of Tuned Liquid Damper (TLD) ]<\/a><\/strong><\/p>\n<p><strong>[77] <a title=\"[\u52a8\u529b\u5b66][\u5730\u9707] \u632f\u578b\u5206\u89e3\u53cd\u5e94\u8c31\u6cd5\u6784\u4ef6\u5730\u9707\u529b\u7684\u8ba1\u7b97\u8fc7\u7a0b\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=17008\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u5730\u9707] \u632f\u578b\u5206\u89e3\u53cd\u5e94\u8c31\u6cd5\u6784\u4ef6\u5730\u9707\u529b\u7684\u8ba1\u7b97\u8fc7\u7a0b\uff1f<\/a><\/strong><\/p>\n<p><strong>[78] <a title=\"[\u4e0b\u8f7d][\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] Spectr_Evolution: Seismic response spectrum evolution [\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u6f14\u5316][\u53cd\u5e94\u8c31\u968f\u79ef\u5206\u65f6\u95f4\u957f\u77ed\u7684\u53d8\u5316]\" href=\"http:\/\/www.jdcui.com\/?p=17349\" target=\"_blank\" rel=\"noopener\">[\u4e0b\u8f7d][\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] Spectr_Evolution: Seismic response spectrum evolution [\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u6f14\u5316][\u53cd\u5e94\u8c31\u968f\u79ef\u5206\u65f6\u95f4\u957f\u77ed\u7684\u53d8\u5316]<\/a><\/strong><\/p>\n<p><strong>[79] <a title=\"[\u8f6f\u4ef6][\u6570\u5b66][\u5730\u9707\u52a8] FPSA: Fourier and Power Spectra Analysis [\u5730\u9707\u6ce2\u9891\u8c31\u5206\u6790\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=17713\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u6570\u5b66][\u5730\u9707\u52a8] FPSA: Fourier and Power Spectra Analysis [\u5730\u9707\u6ce2\u9891\u8c31\u5206\u6790\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[80] <a title=\"[\u52a8\u529b\u5b66][\u5730\u9707\u5de5\u7a0b] \u4e00\u4e2a\u6709\u8da3\u7684\u95ee\u9898: SPECTR\u4e2d\u7684Newmark-Beta\u6cd5\u8ba1\u7b97\u53cd\u5e94\u8c31\u53d1\u6563\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=18031\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u5730\u9707\u5de5\u7a0b] \u4e00\u4e2a\u6709\u8da3\u7684\u95ee\u9898: SPECTR\u4e2d\u7684Newmark-Beta\u6cd5\u8ba1\u7b97\u53cd\u5e94\u8c31\u53d1\u6563\uff1f<\/a><\/strong><\/p>\n<p><strong>[81] <a title=\"[\u7ed3\u6784\u8bbe\u8ba1][\u52a8\u529b\u5b66] YJK\u4e2dCQC\u632f\u578b\u7ec4\u5408\u5730\u9707\u529b\u7684\u590d\u6838\" href=\"http:\/\/www.jdcui.com\/?p=10663\" target=\"_blank\" rel=\"noopener\">[\u7ed3\u6784\u8bbe\u8ba1][\u52a8\u529b\u5b66] YJK\u4e2dCQC\u632f\u578b\u7ec4\u5408\u5730\u9707\u529b\u7684\u590d\u6838<\/a><\/strong><\/p>\n<p><strong>[82] <a title=\"[\u5de5\u5177][\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG: A Program for Artificial Earthquake Accelerograms Generation [\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210\u8f6f\u4ef6]\" href=\"http:\/\/www.jdcui.com\/?p=17154\" target=\"_blank\" rel=\"noopener\">[\u5de5\u5177][\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG: A Program for Artificial Earthquake Accelerograms Generation [\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210\u8f6f\u4ef6]<\/a><\/strong><\/p>\n<p><strong>[83] <a title=\"[\u8bba\u6587][Paper] \u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u6cd5\u7684\u5730\u9707\u6ce2\u9009\u6ce2\u7cfb\u7edf\u7814\u5236 (Development of seismic wave selection system based on target spectrum matching method)\" href=\"http:\/\/www.jdcui.com\/?p=18420\" target=\"_blank\" rel=\"noopener\">[\u8bba\u6587][Paper] \u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u6cd5\u7684\u5730\u9707\u6ce2\u9009\u6ce2\u7cfb\u7edf\u7814\u5236 (Development of seismic wave selection system based on target spectrum matching method)<\/a><\/strong><\/p>\n<p><strong>[84] <a title=\"[\u52a8\u529b\u5b66][\u5730\u9707\u52a8] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=16340\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u5730\u9707\u52a8] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f<\/a><\/strong><\/p>\n<p><strong>[85] <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][\u7f16\u7a0b] NMDOF v2022: A Tool for Dynamic Analysis of Nonlinear Shear-Type MDOF System (\u591a\u81ea\u7531\u5ea6\u526a\u5207\u5c42\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2022)\" href=\"http:\/\/www.jdcui.com\/?p=13987\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][\u7f16\u7a0b] NMDOF v2022: A Tool for Dynamic Analysis of Nonlinear Shear-Type MDOF System (\u591a\u81ea\u7531\u5ea6\u526a\u5207\u5c42\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2022)<\/a><\/strong><\/p>\n<p><strong>[86] <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b1 \u2014\u2014 \u5355\u81ea\u7531\u5ea6\u4f53\u7cfb(WEN\u6a21\u578b)\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Nonlinear Dynamic Time History Analysis of Single Degree of Freedom System (WEN Model)]\" href=\"http:\/\/www.jdcui.com\/?p=18590\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b1 \u2014\u2014 \u5355\u81ea\u7531\u5ea6\u4f53\u7cfb(WEN\u6a21\u578b)\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Nonlinear Dynamic Time History Analysis of Single Degree of Freedom System (WEN Model)]<\/a><\/strong><\/p>\n<p><strong>[87] <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b2 \u2014\u2014\u4e24\u81ea\u7531\u5ea6\u7b80\u5316\u9694\u9707\u7ed3\u6784\u4f53\u7cfb(WEN\u6a21\u578b)\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Nonlinear Dynamic Time History Analysis of Two Degrees of Freedom Simplified Isolation Structural System (WEN Model)]\" href=\"http:\/\/www.jdcui.com\/?p=18616\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b2 \u2014\u2014\u4e24\u81ea\u7531\u5ea6\u7b80\u5316\u9694\u9707\u7ed3\u6784\u4f53\u7cfb(WEN\u6a21\u578b)\u975e\u7ebf\u6027\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Nonlinear Dynamic Time History Analysis of Two Degrees of Freedom Simplified Isolation Structural System (WEN Model)]<\/a><\/strong><\/p>\n<p><strong>[88] <a title=\"[\u8f6f\u4ef6][\u66f4\u65b0][Dynamics] NSDOF v2022: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2022)\" href=\"http:\/\/www.jdcui.com\/?p=16697\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u66f4\u65b0][Dynamics] NSDOF v2022: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2022)<\/a><\/strong><\/p>\n<p><strong>[89] <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2022: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=18816\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMP v2022: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[90] <a title=\"[\u79d1\u7814][\u5de5\u5177][\u5730\u9707\u52a8] RSF Response Spectrum Fitting v2022: \u53cd\u5e94\u8c31\u62df\u5408\u53ca\u53cd\u5e94\u8c31\u7279\u5f81\u53c2\u6570\u63d0\u53d6\u5de5\u5177 [RSF: A tool for fitting response spectrum and extracting response spectrum parameters]\" href=\"http:\/\/www.jdcui.com\/?p=18932\" target=\"_blank\" rel=\"noopener\">[\u79d1\u7814][\u5de5\u5177][\u5730\u9707\u52a8] RSF Response Spectrum Fitting v2022: \u53cd\u5e94\u8c31\u62df\u5408\u53ca\u53cd\u5e94\u8c31\u7279\u5f81\u53c2\u6570\u63d0\u53d6\u5de5\u5177 [RSF: A tool for fitting response spectrum and extracting response spectrum parameters]<\/a><\/strong><\/p>\n<p><strong>[91] <a title=\"[\u6297\u9707][\u52a8\u529b\u5b66] \u8f6f\u4ef6\u662f\u5982\u4f55\u8ba1\u7b97\u5076\u7136\u504f\u5fc3\u5730\u9707\u4f5c\u7528\u7684? (How does the program calculate the accidental eccentric earthquake action?)\" href=\"http:\/\/www.jdcui.com\/?p=19044\" target=\"_blank\" rel=\"noopener\">[\u6297\u9707][\u52a8\u529b\u5b66] \u8f6f\u4ef6\u662f\u5982\u4f55\u8ba1\u7b97\u5076\u7136\u504f\u5fc3\u5730\u9707\u4f5c\u7528\u7684? (How does the program calculate the accidental eccentric earthquake action?)<\/a><\/strong><\/p>\n<p><strong>[92] <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b1(\u62df\u5408\u81ea\u5b9a\u4e49\u53cd\u5e94\u8c31)\" href=\"http:\/\/www.jdcui.com\/?p=19068\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b1(\u62df\u5408\u81ea\u5b9a\u4e49\u53cd\u5e94\u8c31)<\/a><\/strong><\/p>\n<p><strong>[93] <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b2(\u5982\u4f55\u63d0\u9ad8\u4eba\u5de5\u6ce2\u62df\u5408\u7cbe\u5ea6)\" href=\"http:\/\/www.jdcui.com\/?p=19072\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b2(\u5982\u4f55\u63d0\u9ad8\u4eba\u5de5\u6ce2\u62df\u5408\u7cbe\u5ea6)<\/a><\/strong><\/p>\n<p><strong>[94] <a title=\"[Tool][Seismic Design] GDRSC: A Tool to Generate Design Response Spectral Curve for ASCE 7-16 [ASCE 7-16 \u7f8e\u89c4\u8bbe\u8ba1\u53cd\u5e94\u8c31\u66f2\u7ebf\u751f\u6210\u5668]\" href=\"http:\/\/www.jdcui.com\/?p=19342\" target=\"_blank\" rel=\"noopener\">[Tool][Seismic Design] GDRSC: A Tool to Generate Design Response Spectral Curve for ASCE 7-16 [ASCE 7-16 \u7f8e\u89c4\u8bbe\u8ba1\u53cd\u5e94\u8c31\u66f2\u7ebf\u751f\u6210\u5668]<\/a><\/strong><\/p>\n<p><strong>[95]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b][\u79d1\u7814][\u66f4\u65b0] IRSA 2022: Inelastic Response Spectra Analysis Program (\u5f39\u5851\u6027\u53cd\u5e94\u8c31\u53ca\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u5de5\u5177)\" href=\"http:\/\/www.jdcui.com\/?p=17826\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b][\u79d1\u7814][\u66f4\u65b0] IRSA 2022: Inelastic Response Spectra Analysis Program (\u5f39\u5851\u6027\u53cd\u5e94\u8c31\u53ca\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u5de5\u5177)<\/a><\/strong><\/p>\n<p><strong>[96]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b1 \u2014\u2014 \u7b49\u5ef6\u6027\u53cd\u5e94\u8c31\u5206\u6790\u7b97\u4f8b ( Constant Ductility Response Spectra Analysis Examples of IRSA)\" href=\"http:\/\/www.jdcui.com\/?p=12051\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b1 \u2014\u2014 \u7b49\u5ef6\u6027\u53cd\u5e94\u8c31\u5206\u6790\u7b97\u4f8b ( Constant Ductility Response Spectra Analysis Examples of IRSA)<\/a><\/strong><\/p>\n<p><strong>[97]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b2\u2014\u2014\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u7b97\u4f8b ( Inelastic SDOF Earthquake Analysis Examples of IRSA)\" href=\"http:\/\/www.jdcui.com\/?p=12025\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b2\u2014\u2014\u5355\u81ea\u7531\u5ea6\u975e\u7ebf\u6027\u5730\u9707\u5206\u6790\u7b97\u4f8b ( Inelastic SDOF Earthquake Analysis Examples of IRSA)<\/a><\/strong><\/p>\n<p><strong>[98]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b3 \u2013 \u7b49\u5c48\u670d\u5f3a\u5ea6\u7cfb\u6570\u5ef6\u6027\u9700\u6c42\u8c31\u5206\u6790\u7b97\u4f8b ( Equal yield strength coefficient Ductility Demand Response Spectra Analysis Examples of IRSA)\" href=\"http:\/\/www.jdcui.com\/?p=17830\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b3 \u2013 \u7b49\u5c48\u670d\u5f3a\u5ea6\u7cfb\u6570\u5ef6\u6027\u9700\u6c42\u8c31\u5206\u6790\u7b97\u4f8b ( Equal yield strength coefficient Ductility Demand Response Spectra Analysis Examples of IRSA)<\/a><\/strong><\/p>\n<p><strong>[99]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b4 \u2013 \u7b49\u5ef6\u6027\u9700\u6c42\u8c31\u7b97\u4f8b\u9a8c\u8bc1 ( Verification Examples of Constant Ductility Demand Spectrum for IRSA )\" href=\"http:\/\/www.jdcui.com\/?p=19140\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b4 \u2013 \u7b49\u5ef6\u6027\u9700\u6c42\u8c31\u7b97\u4f8b\u9a8c\u8bc1 ( Verification Examples of Constant Ductility Demand Spectrum for IRSA )<\/a><\/strong><\/p>\n<p><strong>[100]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b5\u2014\u2014\u5730\u9707\u6ce2\u80fd\u91cf\u8c31\u5206\u6790 ( Seismic Wave Energy Spectrum Analysis Examples of IRSA)\" href=\"http:\/\/www.jdcui.com\/?p=19145\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b5\u2014\u2014\u5730\u9707\u6ce2\u80fd\u91cf\u8c31\u5206\u6790 ( Seismic Wave Energy Spectrum Analysis Examples of IRSA)<\/a><\/strong><\/p>\n<p><strong>[101]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b6\u2014\u2014\u5730\u9707\u6ce2\u57fa\u7ebf\u4fee\u6b63 ( Seismic Wave Baseline Correction Examples of IRSA)\" href=\"http:\/\/www.jdcui.com\/?p=19374\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b6\u2014\u2014\u5730\u9707\u6ce2\u57fa\u7ebf\u4fee\u6b63 ( Seismic Wave Baseline Correction Examples of IRSA)<\/a><\/strong><\/p>\n<p><strong>[102]. <a title=\"[\u5730\u9707\u5de5\u7a0b][\u52a8\u529b\u5b66] \u5730\u9707\u4f5c\u7528\u4e0b\u7ed3\u6784\u7684\u80fd\u91cf\u5206\u6790 [Energy analysis of structures under earthquake]\" href=\"http:\/\/www.jdcui.com\/?p=19530\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u5de5\u7a0b][\u52a8\u529b\u5b66] \u5730\u9707\u4f5c\u7528\u4e0b\u7ed3\u6784\u7684\u80fd\u91cf\u5206\u6790 [Energy analysis of structures under earthquake]<\/a><\/strong><\/p>\n<p><strong>[103]. <a title=\"[\u52a8\u529b\u5b66][\u5730\u9707\u5de5\u7a0b][\u5de5\u5177] SDOF_FRE: Dynamic response analysis of SDOF system using frequency domain analysis method [\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u54cd\u5e94\u7684\u9891\u57df\u5206\u6790\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=18955\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u5730\u9707\u5de5\u7a0b][\u5de5\u5177] SDOF_FRE: Dynamic response analysis of SDOF system using frequency domain analysis method [\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u54cd\u5e94\u7684\u9891\u57df\u5206\u6790\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[104]. <a title=\"[\u7f16\u7a0b][\u8f6f\u4ef6][\u5730\u9707\u52a8] PulsePeriodExtrat: A tool for extracting the pulse period of near field vibration velocity [\u8fd1\u573a\u5730\u9707\u52a8\u901f\u5ea6\u8109\u51b2\u5468\u671f\u63d0\u53d6\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=19710\" target=\"_blank\" rel=\"noopener\">[\u7f16\u7a0b][\u8f6f\u4ef6][\u5730\u9707\u52a8] PulsePeriodExtrat: A tool for extracting the pulse period of near field vibration velocity [\u8fd1\u573a\u5730\u9707\u52a8\u901f\u5ea6\u8109\u51b2\u5468\u671f\u63d0\u53d6\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[105]. <a title=\"[\u89c6\u9891][Video] FPSA: Fourier and Power Spectra Analysis Batch Analysis Video [FPSA\u9891\u8c31\u5206\u6790\u5de5\u5177\u6279\u91cf\u5206\u6790\u5f55\u5c4f]\" href=\"http:\/\/www.jdcui.com\/?p=19809\" target=\"_blank\" rel=\"noopener\">[\u89c6\u9891][Video] FPSA: Fourier and Power Spectra Analysis Batch Analysis Video [FPSA\u9891\u8c31\u5206\u6790\u5de5\u5177\u6279\u91cf\u5206\u6790\u5f55\u5c4f]<\/a><\/strong><\/p>\n<p><strong>[106]. <a title=\"[\u7a0b\u5e8f][Web\u5f00\u53d1] \u56fd\u6807\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177 \u7f51\u7edc\u7248 [Chinese Design Code Response Spectrum Curve Generator \u2014\u2014 Online version]\" href=\"http:\/\/www.jdcui.com\/?p=19994\" target=\"_blank\" rel=\"noopener\">[\u7a0b\u5e8f][Web\u5f00\u53d1] \u56fd\u6807\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177 \u7f51\u7edc\u7248 [Chinese Design Code Response Spectrum Curve Generator \u2014\u2014 Online version]<\/a><\/strong><\/p>\n<p><strong>[107]. <a title=\"[\u5730\u9707\u52a8][\u7814\u7a76][\u8f6f\u4ef6] RSFS: Response Spectra and Fourier Spectra [\u53cd\u5e94\u8c31\u53ca\u5085\u91cc\u53f6\u8c31\u5bf9\u6bd4\u5206\u6790\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=19817\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u52a8][\u7814\u7a76][\u8f6f\u4ef6] RSFS: Response Spectra and Fourier Spectra [\u53cd\u5e94\u8c31\u53ca\u5085\u91cc\u53f6\u8c31\u5bf9\u6bd4\u5206\u6790\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[108]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMRS_Scale: Ground Motion Response Spectrum Scaling Tool [\u5730\u9707\u6ce2&amp;\u53cd\u5e94\u8c31\u7f29\u653e\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=20048\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] GMRS_Scale: Ground Motion Response Spectrum Scaling Tool [\u5730\u9707\u6ce2&amp;\u53cd\u5e94\u8c31\u7f29\u653e\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[109]. <a title=\"[\u52a8\u529b\u5b66][\u632f\u52a8\u63a7\u5236][\u7f16\u7a0b] SDOF_FRE \u6848\u4f8b1 \u2014\u2014 \u52a8\u529b\u65f6\u7a0b\u54cd\u5e94\u5206\u6790 [SDOF_FRE Example 1: Dynamic Force Time History Analysis]\" href=\"http:\/\/www.jdcui.com\/?p=20087\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u632f\u52a8\u63a7\u5236][\u7f16\u7a0b] SDOF_FRE \u6848\u4f8b1 \u2014\u2014 \u52a8\u529b\u65f6\u7a0b\u54cd\u5e94\u5206\u6790 [SDOF_FRE Example 1: Dynamic Force Time History Analysis]<\/a><\/strong><\/p>\n<p><strong>[110]. <a title=\"[\u52a8\u529b\u5b66][\u632f\u52a8\u63a7\u5236][\u8f6f\u4ef6] SDOF_FRE \u6848\u4f8b 2 \u2014\u2014 \u5730\u9707\u65f6\u7a0b\u54cd\u5e94\u5206\u6790 [SDOF_FRE Example 2: Earthquake Time History Analysis]\" href=\"http:\/\/www.jdcui.com\/?p=20090\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u632f\u52a8\u63a7\u5236][\u8f6f\u4ef6] SDOF_FRE \u6848\u4f8b 2 \u2014\u2014 \u5730\u9707\u65f6\u7a0b\u54cd\u5e94\u5206\u6790 [SDOF_FRE Example 2: Earthquake Time History Analysis]<\/a><\/strong><\/p>\n<p><strong>[111]. <a title=\"[\u7f16\u7a0b][\u52a8\u529b\u5b66][\u8f6f\u4ef6] SDOF_RUNGE: RUNGE-KUTTA Method for Dynamic Analysis OF SDOF Structures [\u5355\u81ea\u7531\u5ea6\u7ed3\u6784\u52a8\u529b\u5206\u6790-\u9f99\u683c-\u5e93\u5854\u6cd5]\" href=\"http:\/\/www.jdcui.com\/?p=20436\" target=\"_blank\" rel=\"noopener\">[\u7f16\u7a0b][\u52a8\u529b\u5b66][\u8f6f\u4ef6] SDOF_RUNGE: RUNGE-KUTTA Method for Dynamic Analysis OF SDOF Structures [\u5355\u81ea\u7531\u5ea6\u7ed3\u6784\u52a8\u529b\u5206\u6790-\u9f99\u683c-\u5e93\u5854\u6cd5]<\/a><\/strong><\/p>\n<p><strong>[112]. <a title=\"[\u5730\u9707\u5de5\u7a0b][\u7b14\u8bb0] \u8fd1\u65ad\u5c42\u901f\u5ea6\u8109\u51b2\u578b\u5730\u9707\u52a8(\u5355\u5411\u8109\u51b2&amp;\u53cc\u5411\u8109\u51b2) [Near-fault pulse-like ground motion (one-way pulse &amp; two-way pulse)]\" href=\"http:\/\/www.jdcui.com\/?p=20546\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u5de5\u7a0b][\u7b14\u8bb0] \u8fd1\u65ad\u5c42\u901f\u5ea6\u8109\u51b2\u578b\u5730\u9707\u52a8(\u5355\u5411\u8109\u51b2&amp;\u53cc\u5411\u8109\u51b2) [Near-fault pulse-like ground motion (one-way pulse &amp; two-way pulse)]<\/a><\/strong><\/p>\n<p><strong>[112]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u7f16\u7a0b] GM_Truncation: A Program for truncating ground motion records [\u5730\u9707\u6ce2\u622a\u65ad\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=20568\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u7f16\u7a0b] GM_Truncation: A Program for truncating ground motion records [\u5730\u9707\u6ce2\u622a\u65ad\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[113]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM: Near\u2010Field Artificial Ground Motions Generation Program [\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f]\" href=\"http:\/\/www.jdcui.com\/?p=20405\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM: Near\u2010Field Artificial Ground Motions Generation Program [\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f]<\/a><\/strong><\/p>\n<p><strong>[114]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b1\u2014\u2014 \u5355\u5411\u8109\u51b2\u6ce2\u751f\u6210 (\u6c38\u4e45\u5730\u9762\u4f4d\u79fb\u73b0\u8c61)\" href=\"http:\/\/www.jdcui.com\/?p=20696\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b1\u2014\u2014 \u5355\u5411\u8109\u51b2\u6ce2\u751f\u6210 (\u6c38\u4e45\u5730\u9762\u4f4d\u79fb\u73b0\u8c61)<\/a><\/strong><\/p>\n<p><strong>[115]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b2\u2014\u2014 \u6b63\u5f26\u8109\u51b2\u6ce2\u751f\u6210\u4e0e\u62df\u5408\" href=\"http:\/\/www.jdcui.com\/?p=20723\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b2\u2014\u2014 \u6b63\u5f26\u8109\u51b2\u6ce2\u751f\u6210\u4e0e\u62df\u5408<\/a><\/strong><\/p>\n<p><strong>[116]. <a title=\"[\u7f16\u7a0b][\u8f6f\u4ef6] PDDVA: Parameter design of dynamic vibration absorber [PDDVA: \u52a8\u529b\u5438\u632f\u5668\u53c2\u6570\u8bbe\u8ba1\u8f6f\u4ef6]\" href=\"http:\/\/www.jdcui.com\/?p=20799\" target=\"_blank\" rel=\"noopener\">[\u7f16\u7a0b][\u8f6f\u4ef6] PDDVA: Parameter design of dynamic vibration absorber [PDDVA: \u52a8\u529b\u5438\u632f\u5668\u53c2\u6570\u8bbe\u8ba1\u8f6f\u4ef6]<\/a><\/strong><\/p>\n<p><strong>[117]. <a title=\"[\u7f16\u7a0b][\u7814\u7a76][\u8f6f\u4ef6] \u4e00\u79cd\u6469\u64e6\u578b\u963b\u5c3c\u5668\u6ede\u56de\u672c\u6784\u5f00\u53d1 (\u72d7\u9aa8\u5f62\u6ede\u56de)[Hysteretic Constitutive Development of a Friction Damper (Dog Bone Hysteresis)]\" href=\"http:\/\/www.jdcui.com\/?p=20797\" target=\"_blank\" rel=\"noopener\">[\u7f16\u7a0b][\u7814\u7a76][\u8f6f\u4ef6] \u4e00\u79cd\u6469\u64e6\u578b\u963b\u5c3c\u5668\u6ede\u56de\u672c\u6784\u5f00\u53d1 (\u72d7\u9aa8\u5f62\u6ede\u56de)[Hysteretic Constitutive Development of a Friction Damper (Dog Bone Hysteresis)]<\/a><\/strong><\/p>\n<p><strong>[118]. <a title=\"[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b7\u2014\u2014\u8bbe\u7f6e\u72d7\u9aa8\u5f0f\u6ede\u56de\u6469\u64e6\u963b\u5c3c\u5668\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Dynamic time history analysis of a single degree of freedom system with dog bone type hysteretic friction damper]\" href=\"http:\/\/www.jdcui.com\/?p=20819\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u52a8\u529b\u5b66][Dynamics] NSDOF\u7b97\u4f8b7\u2014\u2014\u8bbe\u7f6e\u72d7\u9aa8\u5f0f\u6ede\u56de\u6469\u64e6\u963b\u5c3c\u5668\u5355\u81ea\u7531\u5ea6\u4f53\u7cfb\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Dynamic time history analysis of a single degree of freedom system with dog bone type hysteretic friction damper]<\/a><\/strong><\/p>\n<p><strong>[119]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u52a8\u529b\u5b66] NSDOF v2023: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2023)\" href=\"http:\/\/www.jdcui.com\/?p=20828\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u52a8\u529b\u5b66] NSDOF v2023: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790\u5de5\u5177 v2023)<\/a><\/strong><\/p>\n<p><strong>[120]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u66f4\u65b0] GMP v2023: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=20836\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8][\u66f4\u65b0] GMP v2023: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [\u7ed3\u6784\u6297\u9707\u5206\u6790\u5730\u9707\u52a8\u5f3a\u5ea6\u6307\u6807\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[121]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b3(\u62df\u5408\u81ea\u5b9a\u4e49\u53cd\u5e94\u8c31)\" href=\"http:\/\/www.jdcui.com\/?p=21440\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b3(\u62df\u5408\u81ea\u5b9a\u4e49\u53cd\u5e94\u8c31)<\/a><\/strong><\/p>\n<p><strong>[122]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u7814\u7a76] CASD: Calculate Average and Standard Deviation Curves [\u5e73\u5747\u4e0e\u6807\u51c6\u504f\u5dee\u8c31\u66f2\u7ebf\u8ba1\u7b97\u5de5\u5177]\" href=\"http:\/\/www.jdcui.com\/?p=21657\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u7814\u7a76] CASD: Calculate Average and Standard Deviation Curves [\u5e73\u5747\u4e0e\u6807\u51c6\u504f\u5dee\u8c31\u66f2\u7ebf\u8ba1\u7b97\u5de5\u5177]<\/a><\/strong><\/p>\n<p><strong>[123]. <a title=\"[\u83b7\u5956][\u7814\u7a76] \u201c\u7ec6\u8170\u578b\u5e73\u9762\u7ed3\u6784\u8bbe\u8ba1\u65b9\u6cd5\u4e0e\u5173\u952e\u6280\u672f\u7814\u7a76\u201d \u83b7\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a\u79d1\u5b66\u6280\u672f\u5956\" href=\"http:\/\/www.jdcui.com\/?p=21833\" target=\"_blank\" rel=\"noopener\">[\u83b7\u5956][\u7814\u7a76] \u201c\u7ec6\u8170\u578b\u5e73\u9762\u7ed3\u6784\u8bbe\u8ba1\u65b9\u6cd5\u4e0e\u5173\u952e\u6280\u672f\u7814\u7a76\u201d \u83b7\u5e7f\u4e1c\u7701\u5de5\u7a0b\u52d8\u5bdf\u8bbe\u8ba1\u884c\u4e1a\u534f\u4f1a\u79d1\u5b66\u6280\u672f\u5956<\/a><\/strong><\/p>\n<p><strong>[124]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b3\u2014\u2014 \u591a\u5cf0\u503c\u901f\u5ea6\u8109\u51b2\u6ce2\" href=\"http:\/\/www.jdcui.com\/?p=21900\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b][\u5730\u9707\u52a8] NFAGM\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f \u6848\u4f8b3\u2014\u2014 \u591a\u5cf0\u503c\u901f\u5ea6\u8109\u51b2\u6ce2<\/a><\/strong><\/p>\n<p><strong>[125]. <a title=\"[\u52a8\u529b\u5b66][\u7ed3\u6784] \u5927\u9707\u5f39\u5851\u6027\u9876\u70b9\u4f4d\u79fb\u65f6\u7a0b\u4e3a\u4f55\u201d\u4e0d\u6536\u655b\u201d\uff1f\" href=\"http:\/\/www.jdcui.com\/?p=21934\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u7ed3\u6784] \u5927\u9707\u5f39\u5851\u6027\u9876\u70b9\u4f4d\u79fb\u65f6\u7a0b\u4e3a\u4f55\u201d\u4e0d\u6536\u655b\u201d\uff1f<\/a><\/strong><\/p>\n<p><strong>[126]. <a title=\"[\u632f\u52a8\u63a7\u5236] \u8d28\u91cf\u963b\u5c3c\u5668\u5206\u7c7b [Passive, semi-active, active and hybrid mass dampers]\" href=\"http:\/\/www.jdcui.com\/?p=22357\" target=\"_blank\" rel=\"noopener\">[\u632f\u52a8\u63a7\u5236] \u8d28\u91cf\u963b\u5c3c\u5668\u5206\u7c7b [Passive, semi-active, active and hybrid mass dampers]<\/a><\/strong><\/p>\n<p><strong>[127]. <a title=\"[\u5730\u9707\u5de5\u7a0b] \u529f\u7387\u8c31\u7cfb\u52172(\u4e00): \u8bbe\u8ba1\u53cd\u5e94\u8c31\u53ca\u5176\u529f\u7387\u8c31 (Design response spectrum and its power spectrum)\" href=\"http:\/\/www.jdcui.com\/?p=22574\" target=\"_blank\" rel=\"noopener\">[\u5730\u9707\u5de5\u7a0b] \u529f\u7387\u8c31\u7cfb\u52172(\u4e00): \u8bbe\u8ba1\u53cd\u5e94\u8c31\u53ca\u5176\u529f\u7387\u8c31 (Design response spectrum and its power spectrum)<\/a><\/strong><\/p>\n<p><strong>[128]. <a title=\"[\u8f6f\u4ef6][\u7f16\u7a0b] NMDOF v2023: A Tool for Nonlinear Dynamic Time History Analysis of Shear-Type MDOF System (\u591a\u81ea\u7531\u5ea6\u526a\u5207\u5c42\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u65f6\u7a0b\u5206\u6790\u5de5\u5177 v2023)\" href=\"http:\/\/www.jdcui.com\/?p=22688\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u7f16\u7a0b] NMDOF v2023: A Tool for Nonlinear Dynamic Time History Analysis of Shear-Type MDOF System (\u591a\u81ea\u7531\u5ea6\u526a\u5207\u5c42\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u65f6\u7a0b\u5206\u6790\u5de5\u5177 v2023)<\/a><\/strong><\/p>\n<p><strong>[129]. <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b3 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u526a\u5207\u963b\u5c3c\u6a21\u578b) [Dynamic time history analysis of a shear-type MDOF system (with shear type damping maxtrix)]\" href=\"http:\/\/www.jdcui.com\/?p=22690\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b3 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u526a\u5207\u963b\u5c3c\u6a21\u578b) [Dynamic time history analysis of a shear-type MDOF system (with shear type damping maxtrix)]<\/a><\/strong><\/p>\n<p><strong>[130]. <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b4 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u65e0\u963b\u5c3c) [Dynamic time history analysis of a shear-type MDOF system (with no damping)]\" href=\"http:\/\/www.jdcui.com\/?p=22710\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b4 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u65e0\u963b\u5c3c) [Dynamic time history analysis of a shear-type MDOF system (with no damping)]<\/a><\/strong><\/p>\n<p><strong>[131]. <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b5 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u6a21\u6001\u963b\u5c3c) [Dynamic time history analysis of a shear-type MDOF system (with Modal Damping)]\" href=\"http:\/\/www.jdcui.com\/?p=22725\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b5 \u2014\u2014\u526a\u5207\u5c42\u6a21\u578b\u52a8\u529b\u65f6\u7a0b\u5206\u6790 (\u6a21\u6001\u963b\u5c3c) [Dynamic time history analysis of a shear-type MDOF system (with Modal Damping)]<\/a><\/strong><\/p>\n<p><strong>[132]. <a title=\"[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b6 \u2014\u2014 \u8bbe\u7f6e\u91d1\u5c5e\u963b\u5c3c\u5668\u7ed3\u6784\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Dynamic time history analysis of structures with metal dampers]\" href=\"http:\/\/www.jdcui.com\/?p=23062\" target=\"_blank\" rel=\"noopener\">[\u52a8\u529b\u5b66][\u8f6f\u4ef6] NMDOF\u7b97\u4f8b6 \u2014\u2014 \u8bbe\u7f6e\u91d1\u5c5e\u963b\u5c3c\u5668\u7ed3\u6784\u52a8\u529b\u65f6\u7a0b\u5206\u6790 [Dynamic time history analysis of structures with metal dampers]<\/a><\/strong><\/p>\n<p><strong>[133]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u6ce2][\u6297\u9707] GMS_DESIGN: Ground Motion Selection Program for Practicing Engineers [\u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u6cd5\u5730\u9707\u6ce2\u9009\u6ce2\u5de5\u5177 \u5de5\u7a0b\u5e08\u7248]\" href=\"http:\/\/www.jdcui.com\/?p=15488\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u6ce2][\u6297\u9707] GMS_DESIGN: Ground Motion Selection Program for Practicing Engineers [\u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u6cd5\u5730\u9707\u6ce2\u9009\u6ce2\u5de5\u5177 \u5de5\u7a0b\u5e08\u7248]<\/a><\/strong><\/p>\n<p><strong>[134]. <a title=\"[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMS_DESIGN\u9009\u6ce2\u8f6f\u4ef6\u2014\u2014\u591a\u9891\u6bb5\u9009\u6ce2\u6848\u4f8b (Selection of earthquake ground motion using GMS_DESIGN)\" href=\"http:\/\/www.jdcui.com\/?p=23175\" target=\"_blank\" rel=\"noopener\">[\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMS_DESIGN\u9009\u6ce2\u8f6f\u4ef6\u2014\u2014\u591a\u9891\u6bb5\u9009\u6ce2\u6848\u4f8b (Selection of earthquake ground motion using GMS_DESIGN)<\/a><\/strong><\/p>\n<section>\n<section>\n<section>\n<section>\n<section><\/section>\n<\/section>\n<\/section>\n<\/section>\n<section>\n<section>\n<hr \/>\n<p style=\"text-align: center;\"><span style=\"font-size: 14pt; background-color: #999999; color: #000000;\"><strong>\u5173\u4e8e\u6211\u4eec<\/strong><\/span><\/p>\n<p style=\"text-align: center;\">\u8d85\u9650\u590d\u6742\u9ad8\u5c42\u7ed3\u6784\u8bbe\u8ba1 | \u00a0\u7f8e\u6807\u6b27\u6807\u7ed3\u6784\u8bbe\u8ba1| \u8f6f\u4ef6\u5b9a\u5236\u5f00\u53d1| \u73af\u8bc4\u51cf\u632f\u63a7\u5236 |\u4eba\u884c\u53ca\u98ce\u81f4\u632f\u52a8\u63a7\u5236 | \u51cf\u9694\u9707\u8bbe\u8ba1 | \u65bd\u5de5\u8fc7\u7a0b\u6a21\u62df | \u5c0f\u54c1\u94a2\u7ed3\u6784 | \u6709\u9650\u5143\u4eff\u771f\u5206\u6790 | BIM\u4e0eGH\u53c2\u6570\u5316 | \u5927\u9707\u5f39\u5851\u6027\u5206\u6790<\/p>\n<p style=\"text-align: center;\"><a href=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/01\/QRCODE.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-3636 alignnone\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/01\/QRCODE.jpg\" alt=\"WeChat_QRCode\" width=\"250\" height=\"255\" \/><\/a><\/p>\n<p style=\"text-align: center;\">https:\/\/www.jdcui.com<\/p>\n<p style=\"text-align: center;\">\u5408\u4f5c\u53ca\u6280\u672f\u54a8\u8be2<\/p>\n<p style=\"text-align: center;\">COOPERATION &amp; CONTACT<\/p>\n<p style=\"text-align: center;\">E-mail\uff1ajidong_cui@163.com<\/p>\n<p style=\"text-align: center;\">WeChat &amp; Tel: 13450468449<\/p>\n<\/section>\n<\/section>\n<\/section>\n<p style=\"text-align: center;\">\n","protected":false},"excerpt":{"rendered":"<p>\u5b9e\u5e72\u3001\u5b9e\u8df5\u3001\u79ef\u7d2f\u3001\u601d\u8003\u3001\u521b\u65b0\u3002 \u7a0b\u5e8f\u56fe\u6807\u00a0( Program Icon ) \u7a0b\u5e8f\u4ecb\u7ecd\u00a0( Program Introduction) GMP ( A tool for Calculating Ground Motion Parameters \/ Intensity measure for Seismic Analysis of Structures) \u662f\u4e00\u6b3e\u7ed3\u6784\u6297\u9707\u5206\u6790C\/\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177\uff0c\u7a0b\u5e8f\u5c06\u5730\u9707\u6ce2\u79ef\u5206+\u53cd\u5e94\u8c31\u5206\u6790+\u5730\u9707\u52a8\u53c2\u6570\u5206\u6790\u7b49\u529f\u80fd\u96c6\u5408\u4e8e\u4e00\u8eab\uff0c\u4f7f\u7528\u65b9\u4fbf\u3002GMP\u7684\u4e3b\u8981\u529f\u80fd\u5305\u62ec\uff1a (1) \u4e30\u5bcc\u7684\u5730\u9707\u6ce2\u6570\u636e\u683c\u5f0f\u5bfc\u5165\u652f\u6301. Rich seismic &#8230;<\/p>\n","protected":false},"author":1,"featured_media":25686,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[382,157,31],"tags":[1507,1508,4380,4379,4381,368,3822],"class_list":["post-25643","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-dynamics-","category-earthquake-engineering-","category-my-software-","tag-gmp","tag-ground-motion-parameters","tag-im","tag-intensity-measure","tag-seismic-response-prediction","tag-368","tag-3822"],"aioseo_notices":[],"views":2494,"_links":{"self":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/posts\/25643","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=25643"}],"version-history":[{"count":0,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/posts\/25643\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/media\/25686"}],"wp:attachment":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=25643"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=25643"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=25643"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}