{"id":11949,"date":"2019-03-16T10:20:51","date_gmt":"2019-03-16T02:20:51","guid":{"rendered":"http:\/\/www.jdcui.com\/?page_id=11949"},"modified":"2026-02-19T09:28:04","modified_gmt":"2026-02-19T01:28:04","slug":"%e5%9c%b0%e9%9c%87%e5%b7%a5%e7%a8%8b%e3%80%81%e5%9c%b0%e9%9c%87%e6%b3%a2%e7%a0%94%e7%a9%b6%e6%b1%87%e6%80%bb%e8%b4%b4","status":"publish","type":"page","link":"http:\/\/www.jdcui.com\/?page_id=11949","title":{"rendered":"Eearthquake Engineering Research Summary [\u5730\u9707\u5de5\u7a0b\u7814\u7a76\u6c47\u603b]"},"content":{"rendered":"

[<\/strong>\u5730\u9707\u5de5\u7a0b&\u7ed3\u6784\u52a8\u529b\u5b66\u76f8\u5173\u7684\u6587\u6863\u4e0e\u7814\u7a76] \u00a0<\/strong><\/span><\/h3>\n

Eearthquake Engineering and Structural Dynamics (<\/strong><\/span>Research Summary<\/strong><\/span>)<\/strong><\/span><\/h3>\n
\n

[01].\u00a0[\u7a0b\u5e8f] SPECTR: A program for Response Spectra Analysis [SPECTR\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f v1.0]<\/a><\/strong><\/p>\n

[02].\u00a0[\u7a0b\u5e8f] GMS: Ground Motion Selection System [\u5f3a\u9707\u8bb0\u5f55\u9009\u53d6\u7cfb\u7edf]<\/a><\/strong><\/p>\n

[03].\u00a0[\u7a0b\u5e8f] GML: Ground Motion Library Management System [\u5f3a\u9707\u8bb0\u5f55\u7ba1\u7406\u7cfb\u7edf]<\/a><\/strong><\/p>\n

[04].\u00a0[\u8f6f\u4ef6] AEEG: A Program for Artificial Earthquake Accelerograms Generation [\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210\u8f6f\u4ef6]<\/a><\/strong><\/p>\n

[05].\u00a0ATC-63 Ground Motion Record Sets [ATC-63\u63a8\u8350\u7684\u5730\u9707\u52a8\u8bb0\u5f55\u96c6]<\/a><\/strong><\/p>\n

[06].\u00a0[\u8f6f\u4ef6] NGAConverter: PEER NGA Ground Motion Convertor [PEER\u5730\u9707\u6ce2\u6570\u636e\u683c\u5f0f\u8f6c\u6362\u5668]<\/a><\/strong><\/p>\n

[07].\u00a0Frequency Analysis of Ground Motion by MATLAB [MATLAB\u5730\u9707\u52a8\u9891\u57df\u5206\u6790]<\/a><\/strong><\/p>\n

[08].\u00a0[\u7a0b\u5e8f] 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

[09].\u00a0[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

[10].\u00a0GB18306-2015\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

[11].\u00a0\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

[12].\u00a0Tripartite Plot of Response Spectra [\u4e09\u8054\u53cd\u5e94\u8c31\u7684\u57fa\u672c\u6982\u5ff5\u4e0e\u7ed8\u5236]<\/a><\/strong><\/p>\n

[13].\u00a0Earthquake Response Spectra Analysis by MATLAB [MATLAB\u5730\u9707\u53cd\u5e94\u8c31\u5206\u6790]<\/a><\/strong><\/p>\n

[14].\u00a0YJK\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u5206\u6790\u4e0e\u5730\u9707\u6ce2\u9009\u53d6\u6ce8\u610f\u4e8b\u9879<\/a><\/strong><\/p>\n

[15].\u00a0\u5730\u9707\u53cd\u5e94\u8c31\u7684\u7279\u6027(The Characteristics of Earthquake Response Spectrum)<\/a><\/strong><\/p>\n

[16].\u00a0Basics of Earthquake Response Spectra[\u5730\u9707\u53cd\u5e94\u8c31\u7684\u57fa\u672c\u6982\u5ff5]<\/a><\/strong><\/p>\n

[17].\u00a0[\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

[18].\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e00)<\/a><\/strong><\/p>\n

[19].\u00a0ETABS 2015\u4eba\u5de5\u6ce2\u529f\u80fd\u521d\u6b65\u6d4b\u8bd5(\u4e8c)<\/a><\/strong><\/p>\n

[20].\u00a0[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

[21].\u00a0Dynamic Analysis of SDOF System by MATLAB [MATLAB\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u52a8\u529b\u54cd\u5e94\u5206\u6790]<\/a><\/strong><\/p>\n

[22].\u00a0\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

[23].\u00a0[\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

[24].\u00a0[\u7a0b\u5e8f] FD_Energy: Force-Displacement Cumulative Dissipated Energy Calculator [\u529b-\u4f4d\u79fb\u7d2f\u79ef\u8017\u80fd\u8ba1\u7b97]<\/a><\/strong><\/p>\n

[25].\u00a0[\u7a0b\u5e8f] SPECTR (v1.1) \u2013 A program for Response Spectra Analysis [SPECTR\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f\u66f4\u65b0]<\/a><\/strong><\/p>\n

[26].\u00a0[\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

[27].\u00a0[\u7f16\u7a0b][\u8f6f\u4ef6][PERFORM-3D] PERFORM-3D\u5730\u9707\u6ce2\u65f6\u7a0b\u9006\u5411\u8f6c\u6362\u5de5\u5177<\/a><\/strong><\/p>\n

[28].\u00a0[\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

[29].\u00a0[\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

[30].\u00a0[\u5730\u9707\u5de5\u7a0b][\u79d1\u7814]\u5730\u9707\u52a8\u80fd\u91cf\u53cd\u5e94\u8c31 (Earthquake Energy Demand Spectra)<\/a><\/strong><\/p>\n

[31].\u00a0[\u7a0b\u5e8f] 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

[32].\u00a0[\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

[33].\u00a0[\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

[34].\u00a0[\u9009\u6ce2][\u5730\u9707\u6ce2][Tool] GMS: Ground Motion Selection Program Updates (GMS\u9009\u6ce2\u8f6f\u4ef6\u66f4\u65b0)<\/a><\/strong><\/p>\n

[35].\u00a0[\u9009\u6ce2][\u5730\u9707\u6ce2] \u8bb0\u5f55\u4e00\u4e2a\u5b9e\u9645\u5de5\u7a0b\u6709\u8da3\u7684\u9009\u6ce2\u95ee\u9898<\/a><\/strong><\/p>\n

[36].\u00a0[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

[37]. [\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

[38]. YJK1.7\u4eba\u5de5\u6ce2\u529f\u80fd\u6d4b\u8bd5<\/a><\/strong><\/p>\n

[39]. [\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

[40]. [\u6570\u5b66][\u5730\u9707\u52a8][\u8f6f\u4ef6] FOUR_TRAN: Fourier Analysis Tool [\u5085\u91cc\u53f6\u5206\u6790\u5de5\u5177]<\/a><\/strong><\/p>\n

[41]. [\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

[42]. [\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

[43]. [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

[44]. [\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

[45]. [\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

[46]. [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

[47]. [\u7a0b\u5e8f] 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

[48]. [\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

[49]. [\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

[50]. [\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

[51]. [\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

[52]. [\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

[53]. [\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

[54]. [\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

[55]. [\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

[56]. [\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

[57]. [\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

[58]. [\u8d44\u6599] 1940 El Centro (Imperial Valley) Earthquake \u5730\u9707\u6ce2<\/a><\/strong><\/p>\n

[59] [\u52a8\u529b\u5b66][Dynamics][SAP2000] SAP2000\u4e2d\u632f\u578b\u5411\u91cf\u7684\u6807\u51c6\u5316\u65b9\u6cd5<\/a><\/strong><\/p>\n

[60] [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

[61] [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

[62] [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

[63] [\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

[64] [SPECTR][SeismoSignal] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f<\/a><\/strong><\/p>\n

[65] [\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

[66] [\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

[67] [\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

[68] [\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

[69] [\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

[70] [\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

[71] [\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

[72] [\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

[73] [\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

[74] [\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

[75] [\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

[76] [\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

[77] [\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

[78] [\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

[79] [\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

[80] [\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

[81] [\u7ed3\u6784\u8bbe\u8ba1][\u52a8\u529b\u5b66] YJK\u4e2dCQC\u632f\u578b\u7ec4\u5408\u5730\u9707\u529b\u7684\u590d\u6838<\/a><\/strong><\/p>\n

[82] [\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

[83] [\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

[84] [\u52a8\u529b\u5b66][\u5730\u9707\u52a8] SPECTR\u4e0eSeismoSignal\u53cd\u5e94\u8c31\u8ba1\u7b97\u6709\u5dee\u5f02\uff1f<\/a><\/strong><\/p>\n

[85] [\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

[86] [\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

[87] [\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

[88] [\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

[89] [\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

[90] [\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

[91] [\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

[92] [\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

[93] [\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

[94] [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

[95]. [\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

[96]. [\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

[97]. [\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

[98]. [\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

[99]. [\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

[100]. [\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

[101]. [\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

[102]. [\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

[103]. [\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

[104]. [\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

[105]. [\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

[106]. [\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

[107]. [\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

[108]. [\u8f6f\u4ef6][\u5730\u9707\u52a8] GMRS_Scale: Ground Motion Response Spectrum Scaling Tool [\u5730\u9707\u6ce2&\u53cd\u5e94\u8c31\u7f29\u653e\u5de5\u5177]<\/a><\/strong><\/p>\n

[109]. [\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

[110]. [\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

[111]. [\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

[112]. [\u5730\u9707\u5de5\u7a0b][\u7b14\u8bb0] \u8fd1\u65ad\u5c42\u901f\u5ea6\u8109\u51b2\u578b\u5730\u9707\u52a8(\u5355\u5411\u8109\u51b2&\u53cc\u5411\u8109\u51b2) [Near-fault pulse-like ground motion (one-way pulse & two-way pulse)]<\/a><\/strong><\/p>\n

[112]. [\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

[113]. [\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

[114]. [\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

[115]. [\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

[116]. [\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

[117]. [\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

[118]. [\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

[119]. [\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

[120]. [\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

[121]. [\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

[122]. [\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

[123]. [\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

[124]. [\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

[125]. [\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

[126]. [\u632f\u52a8\u63a7\u5236] \u8d28\u91cf\u963b\u5c3c\u5668\u5206\u7c7b [Passive, semi-active, active and hybrid mass dampers]<\/a><\/strong><\/p>\n

[127]. [\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

[128]. [\u8f6f\u4ef6][\u7f16\u7a0b] NMDOF v2024: 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 v2024)<\/a><\/strong><\/p>\n

[129]. [\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

[130]. [\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

[131]. [\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

[132]. [\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

[133]. [\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

[134]. [\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

[135]. [\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMS_DESIGN\u9009\u6ce2\u8f6f\u4ef6 \u2014\u2014 \u5b9e\u9645\u5de5\u7a0b\u9009\u6ce2\u6848\u4f8b\u53ca\u4e0d\u540c\u9009\u6ce2\u65b9\u6cd5\u5bf9\u6bd4<\/a><\/strong><\/p>\n

[136]. [\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

[137]. [\u6570\u5b66][\u7b14\u8bb0] \u968f\u673a\u8fc7\u7a0b\u4e2d\u7684\u5e73\u7a33\u4e0e\u5404\u6001\u5386\u7ecf (Stationarity and ergodicity in random processes)<\/a><\/strong><\/p>\n

[138]. [\u6570\u5b66][\u7b14\u8bb0] \u5085\u91cc\u53f6\u53d8\u6362\u516c\u5f0f\u7684\u51e0\u79cd\u5f62\u5f0f (Several Forms of Fourier Transform Formulas)<\/a><\/strong><\/p>\n

[139]. [\u8f6f\u4ef6][\u6297\u9707] SPECTR_PRO: Response Spectra Analysis Program [\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f \u4e13\u4e1a\u7248]<\/a><\/strong><\/p>\n

[140]. [\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GmsMatch: Response spectrum matching of ground motions [\u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u7684\u5730\u9707\u6ce2\u4fee\u6b63\u7a0b\u5e8f]<\/a><\/strong><\/p>\n

[141]. [\u6297\u9707][\u8f6f\u4ef6] GmsMatch\u8f6f\u4ef6\u6848\u4f8b1\uff1a\u8003\u8651\u963b\u5c3c\u6bd4\u7684\u9694\u9707\u7ed3\u6784\u5927\u9707\u5730\u9707\u6ce2\u7684\u8c03\u6574 [GmsMatch software case 1: Adjustment of seismic waves in isolated structures considering damping ratio during large earthquakes]<\/a><\/strong><\/p>\n

[142]. [\u6297\u9707][\u8f6f\u4ef6] GmsMatch\u8f6f\u4ef6\u6848\u4f8b2\uff1a\u6307\u5b9a\u53cd\u5e94\u8c31\u5468\u671f\u8303\u56f4\u8c03\u6574\u5730\u9707\u6ce2\u52a0\u901f\u5ea6\u65f6\u7a0b [GmsMatch software case 2: Adjusting seismic wave acceleration time history by specifying the response spectrum period range]<\/a><\/strong><\/p>\n

[143]. [\u8f6f\u4ef6][\u5730\u9707\u52a8] AEEG\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210 \u2014\u2014 \u6848\u4f8b4 (\u67d0\u6838\u7535\u7ad9\u4eba\u5de5\u6ce2\u751f\u6210)<\/a><\/strong><\/p>\n

[145]. [\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] GMS_DESIGN\u9009\u6ce2\u8f6f\u4ef6 \u66f4\u65b0 2024Update2<\/a><\/strong><\/p>\n

[146]. \u65b0\u8457 | \u300a\u7ed3\u6784\u5730\u9707\u52a8\u529b\u54cd\u5e94Python\u7f16\u7a0b\u300b\u51fa\u7248\uff01<\/a><\/strong><\/p>\n

[147]. [\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

[148]. [\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b][\u79d1\u7814] IRSA 2025: 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

[149]. [\u8f6f\u4ef6][\u5730\u9707\u5de5\u7a0b] IRSA \u6848\u4f8b7 \u2014\u2014 \u7b49\u5c48\u670d\u5f3a\u5ea6\u6298\u51cf\u7cfb\u6570\u53cd\u5e94\u8c31\u5206\u6790 [Constant Yield-Strength Reduction Factor Response Spectra Analysis Examples of IRSA]<\/a><\/strong><\/p>\n

[150]. [\u7a0b\u5e8f] PulseExtract v2025: A tool for extracting the velocity pulse of near-field earthquake velocity [\u8fd1\u573a\u5730\u9707\u52a8\u901f\u5ea6\u8109\u51b2\u53c2\u6570\u8ba1\u7b97\u8f6f\u4ef6]<\/a><\/strong><\/p>\n

[151]. [\u7a0b\u5e8f][\u590d\u73b0] WaveSpec: A Tool for Ground Motion Response Spectrum Fitting Using Wavelet Functions [\u57fa\u4e8e\u5c0f\u6ce2\u51fd\u6570\u7684\u5730\u9707\u52a8\u53cd\u5e94\u8c31\u62df\u5408]<\/a><\/strong><\/p>\n

To be continued…<\/strong><\/span><\/p>\n

 <\/p>\n

[GMS\u9009\u6ce2\u7cfb\u7edf – \u90e8\u5206\u9009\u6ce2\u6848\u4f8b\u6c47\u603b<\/strong>]<\/strong><\/span><\/h3>\n
\n

[01].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u8d85\u9ad8\u5c42\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b1\uff09<\/a><\/strong><\/p>\n

[02].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u6846\u7b52\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b2\uff09<\/a><\/strong><\/p>\n

[03].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u591a\u5c42\u6846\u526a\u5efa\u7b51\u7ed3\u6784(\u77ed\u5468\u671f)\u9009\u6ce2\u6848\u4f8b(GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b3)<\/a><\/strong><\/p>\n

[04].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u94a2\u7b4b\u6df7\u51dd\u571f\u6846\u67b6-\u6838\u5fc3\u7b52\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b4\uff09<\/a><\/strong><\/p>\n

[05].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u5927\u5e95\u76d8-\u591a\u5854-\u9ad8\u4f4d\u8fde\u4f53\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b5\uff09<\/a><\/strong><\/p>\n

[06].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d08\u5ea6\u533a\u5927\u5e95\u76d8-\u591a\u5854\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b6\uff09<\/a><\/strong><\/p>\n

[07].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d07\u5ea6\u533a\u6846\u67b6\u6838\u5fc3\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b7\uff09<\/a><\/strong><\/p>\n

[08].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d08\u5ea6\u533a\u6846\u67b6-\u526a\u529b\u5899\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b8\uff09<\/a><\/strong><\/p>\n

[09].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d07\u5ea6\u533a\u6846\u67b6\u6838\u5fc3\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b9\uff09<\/a><\/strong><\/p>\n

[10].\u00a0[\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d07\u5ea6\u533a\u5927\u5e95\u76d8-\u591a\u5854-\u9ad8\u4f4d\u8fde\u4f53\u9ad8\u5c42\u5efa\u7b51\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b10\uff09<\/a><\/strong><\/p>\n

[11]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u67d0\u9ad8\u8038\u957f\u5468\u671f\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b [\u524d\u4e09\u9636\u5468\u671f\u76f8\u5dee\u8f83\u5927]\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b11\uff09<\/a><\/strong><\/p>\n

[12]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u8fd1\u573a\u53ca\u8fdc\u573a\u5730\u9707\u6ce2\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b12\uff09<\/a><\/strong><\/p>\n

[13]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u6846\u67b6\u7ed3\u6784(\u77ed\u5468\u671f)IDA\u5206\u6790\u5730\u9707\u6ce2\u9009\u53d6\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b13\uff09<\/a><\/strong><\/p>\n

[14]. [\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u6846\u7b52\u8d85\u9ad8\u5c42\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b [\u7b2c1\u7b2c2\u5468\u671f\u5927\u4e8e6s]\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b14\uff09<\/a><\/strong><\/p>\n

[15]. [\u79d1\u7814][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u77ed\u5468\u671f\u9694\u632f\u7ed3\u6784\u9009\u6ce2 [\u524d\u4e09\u5468\u671f\u63a5\u8fd1\u7279\u5f81\u5468\u671f]\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b15\uff09<\/a><\/strong><\/p>\n

[16]. [\u79d1\u7814][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u77ed\u5468\u671f\u9694\u632f\u7ed3\u6784\u9009\u6ce2 [\u7b2c\u4e00\u5468\u671f\u5728\u5e73\u53f0\u6bb5]\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b16\uff09<\/a><\/strong><\/p>\n

[17]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u8003\u8651\u8fd1\u65ad\u5c42\u53ca\u8fdc\u65ad\u5c42\u5730\u9707\u6ce2\u9009\u53d6\u6848\u4f8b2\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b17\uff09<\/a><\/strong><\/p>\n

[18]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u6865\u6881\u7ed3\u6784\u5730\u9707\u6613\u635f\u6027\u5206\u6790(IDA\u5206\u6790)\u5730\u9707\u6ce2\u9009\u53d6\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b18\uff09<\/a><\/strong><\/p>\n

[19]. [\u5de5\u7a0b][\u9009\u6ce2][\u5730\u9707\u6ce2] \u67d0\u957f\u7ed3\u6784\u9009\u6ce2\u6848\u4f8b [\u7b2c1\u5468\u671f8s]\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b19\uff09<\/a><\/strong><\/p>\n

[20]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u6865\u6881\u7ed3\u6784\u5730\u9707\u6ce2\u9009\u53d6\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b20\uff09<\/a><\/strong><\/p>\n

[21]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u8fd1\u573a\u5730\u9707\u52a8\u6ce2\u9009\u6ce2\u6848\u4f8b\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b21\uff09<\/a><\/strong><\/p>\n

[22]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u79d1\u7814] \u9694\u9707\u7ed3\u6784\u6ce2\u9009\u6ce2\u6848\u4f8b3\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b22\uff09<\/a><\/strong><\/p>\n

[23]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u5de5\u7a0b] \u67d0\u5927\u8de8\u7ed3\u6784\u7684\u5730\u9707\u6ce2\u9009\u53d6\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b23\uff09<\/a><\/strong><\/p>\n

[24]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u5de5\u7a0b] \u4e0d\u540c\u573a\u5730\u7c7b\u522b\u9009\u6ce2\u6848\u4f8b (\u6309\u94c1\u8def\u5de5\u7a0b\u6297\u89c4)\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b24\uff09<\/a><\/strong><\/p>\n

[25]. [\u9009\u6ce2][\u5730\u9707\u6ce2][\u5de5\u7a0b] \u67d0\u5927\u5e95\u76d84\u5854\u7ed3\u6784\u7684\u5730\u9707\u6ce2\u9009\u53d6\uff08GMS\u9009\u6ce2\u7cfb\u7edf-\u9009\u6ce2\u5e94\u7528\u6848\u4f8b25\uff09<\/a><\/strong><\/p>\n

To be continued…<\/strong><\/span><\/p>\n

 <\/p>\n

[<\/strong>\u5730\u9707\u5de5\u7a0b&\u7ed3\u6784\u52a8\u529b\u5b66\u76f8\u5173\u7684\u8f6f\u4ef6] \u00a0<\/strong><\/span><\/h3>\n

Software related to earthquake engineering and structural dynamics<\/strong><\/span><\/h3>\n

 <\/p>\n\n\n\n\n
\"GML\"<\/a><\/td>\n\"GMS\"<\/a><\/td>\n\"SDOF\"<\/a><\/td>\n\"MDOF<\/a><\/td>\n<\/tr>\n
GML<\/strong><\/p>\n[\u5f3a\u9707\u8bb0\u5f55\u7ba1\u7406]<\/td>\nGMS<\/strong><\/p>\n[\u5f3a\u9707\u8bb0\u5f55\u9009\u53d6]<\/td>\nSDOF<\/strong><\/p>\n[\u5355\u81ea\u7531\u5ea6\u7cfb\u7edf\u8ba1\u7b97]<\/td>\n\n

MDOF_Eigen<\/strong><\/p>\n

[\u591a\u81ea\u7531\u5ea6\u7279\u5f81\u503c]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

\n\n\n\n\n
\"NGA<\/a><\/td>\n\"SPECTR\"<\/a><\/td>\n\"GB<\/a><\/td>\n\"\u6c34\u5de5\u89c4\u8303\u8bbe\u8ba1\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f\uff08\u57fa\u4e8eNB<\/a><\/td>\n<\/tr>\n
NGA Convertor<\/strong><\/p>\n[PEER_NGA\u5730\u9707\u6ce2\u8f6c\u6362]<\/td>\nSPECTR v1.0<\/strong><\/p>\n[\u53cd\u5e94\u8c31\u6279\u91cf\u8ba1\u7b97]<\/td>\nGB 18306-2015<\/strong> \u533a\u5212\u56fe<\/strong><\/p>\n[\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97]<\/td>\nNB 3507-2015<\/strong><\/p>\n[\u6c34\u7535\u6c34\u5de5\u8bbe\u8ba1\u53cd\u5e94\u8c31]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
\n\n\n\n\n
\"SPECT\"<\/a><\/td>\n\"Pushover<\/a><\/td>\n\"\"<\/a><\/td>\n\"Earthquake<\/a><\/td>\n<\/tr>\n
GB-SPECT<\/strong><\/p>\n[\u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31]<\/td>\nPushover ( FEMA440) v2016<\/strong><\/p>\n[\u63a8\u8986\u5206\u6790\u6027\u80fd\u70b9]<\/td>\nEarthquake Rotation<\/b><\/p>\n[\u5730\u9707\u6ce2\u65cb\u8f6c]<\/td>\n\n

EQ\u00a0Any Formats Transformer <\/strong><\/p>\n

[\u5730\u9707\u6ce2\u4efb\u610f\u683c\u5f0f\u8f6c\u6362]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
ETABS E2K TH<\/strong><\/p>\n[ETABS \u65f6\u7a0b\u63d0\u53d6]<\/td>\n\n

GB 50267-97<\/strong><\/p>\n

[\u6838\u7535\u5382\u6297\u9707\u8bbe\u8ba1\u53cd\u5e94\u8c31]\n<\/td>\n

SPECTR v1.1<\/strong><\/p>\n[\u53cd\u5e94\u8c31\u8ba1\u7b97\u589e\u5f3a\u7248]<\/td>\n\n

\u00a0Spectrum Fitting<\/b><\/p>\n

[\u53cd\u5e94\u8c31\u62df\u5408]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
GB-SPECT V2021 [New!!<\/span>]<\/strong><\/p>\n[\u4e2d\u56fd\u89c4\u8303\u53cd\u5e94\u8c31\u751f\u6210\u5de5\u5177]<\/td>\nGMP v2018<\/strong><\/p>\n[\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97]<\/td>\n\n

PO[FEMA 440\/ ATC 40]<\/strong><\/p>\n

[\u63a8\u8986\u5206\u6790\u6027\u80fd\u70b9]\n<\/td>\n

\n

CQC Cross Modal Coeff<\/strong><\/p>\n

[CQC\u632f\u578b\u8026\u8054\u7cfb\u6570]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
VDCU (NEW!<\/span>)<\/strong><\/p>\n[\u9ecf\u6ede\u963b\u5c3c\u7cfb\u6570\u5355\u4f4d\u8f6c\u6362\u5de5\u5177]<\/td>\nWind Load Modify<\/strong><\/p>\n[\u98ce\u8377\u8f7d\u8c03\u6574\u5de5\u5177]<\/td>\n\n

IRSA: Inelastic Response Spectra Analysis 2019<\/strong><\/p>\n

[\u975e\u5f39\u6027\u53cd\u5e94\u8c31\u5de5\u5177]\n<\/td>\n

\n

FOUC_TRAN<\/strong><\/p>\n

[\u5085\u91cc\u53f6\u5206\u6790\u5de5\u5177]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
EPA Scaling: EPA-based of Seismic Ground Motion<\/strong><\/p>\n[\u5730\u9707\u6ce2\u7f29\u653e,EPA,PGA]<\/td>\nNSDOF: Nonlinear Dynamic Analysis of SDOF System v2020<\/strong><\/p>\n[\u5355\u81ea\u7531\u5ea6\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790 V2020]<\/td>\nLambda1: Nonlinear VFD\u00a0<\/strong><\/p>\n[\u975e\u7ebf\u6027\u9ecf\u6ede\u6d88\u80fd\u5668\u8017\u80fd\u963b\u5c3c\u6307\u6570]<\/td>\nGMP: Ground Motion Parameters v2020<\/strong><\/p>\n[\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
PPSPP: Pushover Performance Point ( FEMA440)\u00a0 v2020<\/strong><\/p>\n[\u63a8\u8986\u5206\u6790\u6027\u80fd\u70b9\u6c42\u89e3]<\/td>\n\n

Hysteretic Loop Modifier v2021<\/strong><\/p>\n

[\u6ede\u56de\u66f2\u7ebf\u4fee\u6b63\u5de5\u5177]\n<\/td>\n

GD-SPECT<\/strong><\/p>\n[\u5e7f\u4e1c\u7701\u9ad8\u6df7\u89c4 GD DBJ 15-92-2020 \u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177]<\/td>\nTLDPC: Tuned Liquid Damper(TLD) Parameter<\/strong><\/p>\n[\u8c03\u8c10\u6db2\u4f53\u963b\u5c3c\u5668\u53c2\u6570\u8ba1\u7b97\u5668]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
Spectr Evolution<\/strong><\/p>\n[\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u6f14\u5316]<\/td>\nFPSA: Fourier and Power Spectra Analysis<\/strong><\/p>\n[\u5730\u9707\u6ce2\u9891\u8c31\u5206\u6790\u5de5\u5177]<\/td>\nAEEG: Artificial Earthquake Acceleograms Generation<\/strong><\/p>\n[\u4eba\u5de5\u5730\u9707\u6ce2\u5408\u6210]<\/td>\nBWTest: Bouc-Wen Model Test<\/strong><\/p>\n[Bouc-Wen\u6a21\u578b\u6d4b\u8bd5]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
NMDOF: Nonlinear Dynamic Analysis of Shear-Type MDOF System V2022<\/strong><\/p>\n[\u591a\u81ea\u7531\u5ea6\u5c42\u526a\u5207\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790]<\/strong><\/td>\nGMP: Ground Motion Parameters v2022<\/strong><\/p>\n[\u5730\u9707\u52a8\u53c2\u6570\u8ba1\u7b97\u5de5\u5177]<\/strong><\/td>\nNSDOF: Nonlinear Dynamic Analysis of SDOF System V2022<\/strong><\/p>\n[\u5355\u81ea\u7531\u5ea6\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790 V2022]<\/td>\nOSBWTest: OpenSees BoucWen MaterialTest<\/strong><\/p>\n[Bouc-Wen\u6a21\u578b\u6d4b\u8bd5]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n
\n
<\/div>\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
\n

DCF_SPECT: Damping Correction Factor of Earthquake Spectrum<\/strong><\/p>\n

[\u5730\u9707\u53cd\u5e94\u8c31\u963b\u5c3c\u4fee\u6b63\u7cfb\u6570\u8ba1\u7b97\u5de5\u5177]\n<\/td>\n

\n

SDOF_FRE: Frequency Domain Analysis 2022<\/strong><\/p>\n

[\u5355\u81ea\u7531\u5ea6\u52a8\u529b\u54cd\u5e94\u9891\u57df\u5206\u6790\u5de5\u5177]\n<\/td>\n

\n

IRSA: Inelastic Response Spectra Analysis 2022<\/strong><\/p>\n

[\u975e\u5f39\u6027\u53cd\u5e94\u8c31\u8ba1\u7b97\u5de5\u5177]\n<\/td>\n

\n

RSFS: Response Spectra and Fourier Spectra 2022<\/strong><\/p>\n

[\u53cd\u5e94\u8c31\u53ca\u5085\u91cc\u53f6\u8c31\u5bf9\u6bd4\u5206\u6790]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

\n
\n
\n
\n
<\/div>\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
\n

GMRS_Scale: Ground Motion Response Spectrum Scaling Tool<\/strong><\/p>\n

[\u5730\u9707\u6ce2&\u53cd\u5e94\u8c31\u7f29\u653e\u5de5\u5177]\n<\/td>\n

\n

SDOF_RUNGE: RUNGE-KUTTA Method for Dynamic Analysis OF SDOF Structures<\/strong><\/p>\n

[\u5355\u81ea\u7531\u5ea6\u52a8\u529b\u5206\u6790 RUNGE_KUTTA\u6cd5]\n<\/td>\n

\n

PulsePeriodExtrat: A tool for extracting the pulse period of near-field earthquake velocity <\/strong><\/p>\n

[\u8fd1\u573a\u5730\u9707\u52a8\u901f\u5ea6\u8109\u51b2\u5468\u671f\u63d0\u53d6\u5de5\u5177]<\/strong><\/p>\n<\/td>\n

\n

NFAGM: Near\u2010Field Artificial Ground Motions Generation Program <\/strong><\/p>\n

[\u8fd1\u573a\u8109\u51b2\u578b\u5730\u9707\u52a8\u4eba\u5de5\u5408\u6210\u7a0b\u5e8f]<\/strong><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

\n
\n
<\/div>\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
NSDOF: Nonlinear Dynamic Analysis of SDOF System V2023<\/strong><\/p>\n

[\u5355\u81ea\u7531\u5ea6\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790 ]<\/strong><\/td>\n

GMP: Ground Motion Parameters v2023<\/strong><\/p>\n

[\u5730\u9707\u52a8\u53c2\u6570\u6279\u91cf\u8ba1\u7b97\u5de5\u5177]<\/strong><\/td>\n

Pinching4 Material Test<\/strong><\/p>\n

[Pinching4 Material\u6750\u6599\u53c2\u6570\u6d4b\u8bd5\u5de5\u5177]<\/strong><\/td>\n

\n

GMS_DESIGN: Ground Motion Selection Program for Practicing Engineers (NEW!<\/span>)<\/span><\/strong><\/p>\n

[\u5730\u9707\u6ce2\u9009\u6ce2\u5de5\u5177 \u5de5\u7a0b\u5e08\u7248]\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

\n
\n
<\/div>\n
\n\n\n\n\n
\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n\"\"<\/a><\/td>\n<\/tr>\n
NMDOF: Nonlinear Dynamic Analysis of Shear-Type MDOF System V2024 (NEW!<\/span>)<\/span><\/strong><\/p>\n

[\u591a\u81ea\u7531\u5ea6\u5c42\u526a\u5207\u6a21\u578b\u7cfb\u7edf\u52a8\u529b\u975e\u7ebf\u6027\u5206\u6790 ]<\/strong><\/td>\n

GMP: Ground Motion Parameters v2024 (NEW!<\/span>)<\/span><\/strong><\/p>\n

[\u5730\u9707\u52a8\u53c2\u6570\u6279\u91cf\u8ba1\u7b97\u5de5\u5177]<\/strong><\/td>\n

SPECTR_PRO: Response Spectra Analysis Program (NEW!<\/span>)<\/span><\/strong><\/p>\n

[\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f \u4e13\u4e1a\u7248]<\/strong><\/td>\n

GmsMatch: Response spectrum matching of ground motions (NEW!<\/span>)<\/span><\/strong><\/p>\n

[\u57fa\u4e8e\u76ee\u6807\u8c31\u5339\u914d\u7684\u5730\u9707\u6ce2\u4fee\u6b63\u7a0b\u5e8f]<\/strong><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n

<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n

<\/h3>\n","protected":false},"excerpt":{"rendered":"

[\u5730\u9707\u5de5\u7a0b&\u7ed3\u6784\u52a8\u529b\u5b66\u76f8\u5173\u7684\u6587\u6863\u4e0e\u7814\u7a76] \u00a0 Eearthquake Engineering and Structural Dynamics (Research Summary) [01].\u00a0[\u7a0b\u5e8f] SPECTR: A program for Response Spectra Analysis [SPECTR\u5730\u9707\u6ce2\u53cd\u5e94\u8c31\u8ba1\u7b97\u7a0b\u5e8f v1.0] [02].\u00a0[\u7a0b\u5e8f] GMS: Ground Motion Selection System [\u5f3a\u9707\u8bb0\u5f55\u9009\u53d6\u7cfb\u7edf] [03].\u00a0[\u7a0b\u5e8f] GML: Ground Motion …<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-11949","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_links":{"self":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages\/11949","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"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=11949"}],"version-history":[{"count":0,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/pages\/11949\/revisions"}],"wp:attachment":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=11949"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}