{"id":4401,"date":"2017-04-10T16:27:10","date_gmt":"2017-04-10T08:27:10","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=4401"},"modified":"2018-03-18T00:56:24","modified_gmt":"2018-03-17T16:56:24","slug":"%e4%b9%a6perform-3d%e5%8e%9f%e7%90%86%e4%b8%8e%e5%ae%9e%e4%be%8b-%e7%ac%ac6%e7%ab%a0-%e5%89%aa%e5%8a%9b%e5%a2%99%e6%a8%a1%e6%8b%9f","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=4401","title":{"rendered":"[\u4e66]PERFORM-3D\u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c6\u7ae0 &#8211; \u526a\u529b\u5899\u6a21\u62df"},"content":{"rendered":"<h2 style=\"text-align: center;\">[\u4e66]PERFORM-3D\u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c\u00a06\u00a0\u7ae0 &#8211; \u526a\u529b\u5899\u6a21\u62df<\/h2>\n<h2 style=\"text-align: center;\">[Book] PERFORM-3D Theory and Tutorials &#8211; Chapter 6 &#8211; Simulation of Shear Wall<\/h2>\n<hr \/>\n<ul style=\"list-style-type: square;\">\n<li style=\"text-align: left;\"><strong>\u7ae0\u8282\u5185\u5bb9\u7b80\u4ecb [ <span style=\"color: #0000ff;\">Chapter\u00a0<span id=\"blng_tran_3_0\" class=\"\" data-aligning=\"#blng_src_3_0,#blng_tran_3_0\">Content<\/span> <span id=\"blng_tran_3_1\" class=\"highLight\" data-aligning=\"#blng_src_3_1,#blng_tran_3_1\">Abstract\u00a0<\/span><\/span>]<\/strong><\/li>\n<\/ul>\n<p style=\"padding-left: 30px;\">\u526a\u529b\u5899\u7684\u975e\u7ebf\u6027\u5206\u6790\u6a21\u578b\u53ef\u6839\u636e\u5176\u57fa\u672c\u5047\u5b9a\u7684\u5dee\u5f02\u53ca\u5355\u5143\u81ea\u7531\u5ea6\u6570\u91cf\u7684\u591a\u5c11\u5212\u5206\u4e3a\u5fae\u89c2\u6a21\u578b\u548c\u5b8f\u89c2\u6a21\u578b<sup>[1]<\/sup>\u3002\u5fae\u89c2\u6a21\u578b\u7528\u5b9e\u4f53\u6216\u8005\u677f\u58f3\u5355\u5143\u76f4\u63a5\u6a21\u62df\u526a\u529b\u5899\uff0c\u539f\u7406\u6e05\u6670\uff0c\u4f46\u8ba1\u7b97\u91cf\u5927\uff0c\u6536\u655b\u96be\u4ee5\u4fdd\u8bc1\uff0c\u5b8f\u89c2\u6a21\u578b\u5c06\u526a\u529b\u5899\u7528\u591a\u7ec4\u975e\u7ebf\u6027\u5f39\u7c27\u8fdb\u884c\u6a21\u62df\uff0c\u8ba1\u7b97\u91cf\u5c0f\uff0c\u8bd5\u9a8c\u5206\u6790\u6821\u6b63\u76f8\u5bf9\u7b80\u5355\uff0c\u9002\u7528\u4e8e\u7ed3\u6784\u6574\u4f53\u5f39\u5851\u6027\u5206\u6790\u3002PERFORM-3D<sup>[2,3]<\/sup>\u4e2d\u63d0\u4f9b\u4e86\u4e24\u79cd\u526a\u529b\u5899\u5b8f\u89c2\u6a21\u578b\uff0c\u5305\u62ec\u80fd\u8003\u8651\u5355\u5411\u538b\u5f2f\u975e\u7ebf\u6027\u7684Shear Wall Element\uff08\u526a\u529b\u5899\u5355\u5143\uff09\u53ca\u5728\u6b64\u57fa\u7840\u4e0a\u8fdb\u4e00\u6b65\u8003\u8651\u590d\u6742\u5e94\u529b\u72b6\u6001\u800c\u5f00\u53d1\u7684General Shear Wall Element\uff08\u901a\u7528\u526a\u529b\u5899\u5355\u5143\uff09\u3002\u5176\u4e2dShear Wall\u5355\u5143\u91c7\u7528\u7684\u662f\u591a\u7ad6\u5411\u5f39\u7c27\u5355\u5143\u6a21\u578b\uff08MVLEM\uff09\u7406\u8bba\uff0c\u4e3a\u6b64\uff0c\u672c\u7ae0\u9996\u5148\u5bf9MVLEM\u7684\u7814\u7a76\u80cc\u666f\u53ca\u539f\u7406\u8fdb\u884c\u4ecb\u7ecd\uff0c\u5728\u6b64\u57fa\u7840\u4e0a\u4ecb\u7ecdPERFORM-3D\u4e2d\u63d0\u4f9b\u7684\u526a\u529b\u5899\u7ec4\u4ef6\u53ca\u5355\u5143\uff0c\u6700\u540e\u91c7\u7528PERFORM-3D\u4e2d\u7684Shear Wall\u5355\u5143\u5bf9\u4e00\u60ac\u81c2\u526a\u529b\u5899\u8bd5\u4ef6\u7684\u62df\u9759\u529b\u8bd5\u9a8c\u8fdb\u884c\u6a21\u62df\uff0c\u8be6\u7ec6\u8bb2\u89e3Shear Wall\u5355\u5143\u7684\u57fa\u672c\u5efa\u6a21\u8fc7\u7a0b\u548c\u53c2\u6570\u5b9a\u4e49\u65b9\u6cd5\uff0c\u5e76\u5bf9\u6a21\u62df\u7ed3\u679c\u8fdb\u884c\u8ba8\u8bba\u3002<\/p>\n<p style=\"padding-left: 30px;\"><span style=\"color: #0000ff;\">According to the difference of basic assumption and the number of degree of freedoms, the nonlinear analysis model of shear wall can be divided into microscopic model and macroscopic model. In microscopic model, shear wall is simulated by solid elements or shell elements. Microscopic model is clear in principle, but always has high calculation cost and the convergence is also difficult to assure. In macroscopic model, shear wall is simulated by multi-nonlinear-springs. When compared with microscopic model, macroscopic model always has lower computational cost and simpler parameters calibration process, which is suitable for elasto-plastic analysis of the whole structure. There are two types of shear wall macroscopic model in PERFORM-3D, including \u201cShear Wall Element\u201d that can only consider one dimensional nonlinear bending and compression behaviour and \u201cGeneral Shear Wall Element\u201d that can further consider complicated stress state. The Shear Wall Element adopts the theory of multi-vertical-line-element-model (MVLEM), therefore, the research background and the related theory of MVLEM was firstly introduced in this chapter. Then the shear wall components and elements in PERFORM-3D was further explained. After that, a pseudo-static test of cantilever shear wall was simulated by Shear Wall Element in PERFORM-3D. Through this simulation, fundamental modelling process, parameter definition, and interpretation of simulation results of Shear Wall Element were explained in detail.<\/span><\/p>\n<ul style=\"list-style-type: square;\">\n<li style=\"text-align: left;\"><strong>\u793a\u4f8b\u9875\u9762 [ <span style=\"color: #0000ff;\">Sample Pages<span id=\"blng_tran_3_1\" class=\"highLight\" data-aligning=\"#blng_src_3_1,#blng_tran_3_1\">\u00a0<\/span><\/span>]<\/strong><\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4403\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/04\/Chapter6_1.gif\" alt=\"\" width=\"500\" height=\"706\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4404\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/04\/Chapter6_2.gif\" alt=\"\" width=\"500\" height=\"706\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4405\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/04\/Chapter6_3.gif\" alt=\"\" width=\"500\" height=\"706\" \/><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-4406\" src=\"http:\/\/www.jdcui.com\/wp-content\/uploads\/2017\/04\/Chapter6_4.gif\" alt=\"\" width=\"500\" height=\"706\" \/><\/p>\n<hr \/>\n<p><center><code><div  class=\"thumbs-rating-container\" id=\"thumbs-rating-4401\" data-content-id=\"4401\"><button class=\"thumbs-rating-up thumbs-rating-voted\" onclick=\"thumbs_rating_vote(4401, 1);\">Vote Up +19<\/button> <button class=\"thumbs-rating-down thumbs-rating-voted\" onclick=\"thumbs_rating_vote(4401, 2);\">Vote Down -4<\/button><span class=\"thumbs-rating-already-voted\">You already voted!<\/span><\/div><\/code><\/center><\/p>\n<p style=\"padding-left: 30px;\">PS. \u5982\u6709\u9519\u8bef\uff0c\u8bf7\u6279\u8bc4\u6307\u6b63\u3002\u5982\u679c\u4f60\u559c\u6b22\uff0c\u8bf7\u5728\u4e0a\u9762\u00a0<span style=\"color: #ff0000;\"><strong>\u70b9\u4e2a\u8d5e\u00a0<\/strong><\/span>\u5427\uff01\uff01\u8be6\u7ec6\u5185\u5bb9\u8bf7\u9605\u8bfb\u4e66\u672c\uff01\uff01 \ud83d\ude42\u00a0 \ud83d\ude42\u00a0 \ud83d\ude42<\/p>\n<p style=\"padding-left: 30px;\">(\u00a0<span style=\"color: #0000ff;\">Please correct me if I&#8217;m wrong. If you like this posts, please give me a <span style=\"color: #ff0000;\">&#8220;<strong>thumbs up<\/strong>&#8221; <\/span>rating on the button above! For more information about this Chapter please refer to the book!!\u00a0<\/span> \ud83d\ude42\u00a0 \ud83d\ude42\u00a0)<\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u8d2d\u4e66\u94fe\u63a5 [\u00a0<span style=\"color: #0000ff;\">Links to Buy the Book<\/span>\u00a0]<\/strong><\/li>\n<\/ul>\n<p style=\"padding-left: 30px;\">[1] \u4e2d\u56fd\u5efa\u7b51\u51fa\u7248\u5728\u7ebf\uff08http:\/\/book.cabplink.com\uff09<\/p>\n<p style=\"padding-left: 30px;\"><a href=\"http:\/\/book.cabplink.com\/bookdetail.jsp?id=64317&amp;nodeid=1439\" target=\"_blank\" rel=\"noopener noreferrer\">http:\/\/book.cabplink.com\/bookdetail.jsp?id=64317&amp;nodeid=1439<\/a><\/p>\n<p style=\"padding-left: 30px;\">[2] \u4eac\u4e1c\uff08www.jd.com\uff09<\/p>\n<p style=\"padding-left: 30px;\"><a href=\"https:\/\/item.jd.com\/12084377.html\" target=\"_blank\" rel=\"noopener noreferrer\">https:\/\/item.jd.com\/12084377.html<\/a>\u00a0(\u81ea\u8425)<\/p>\n<p style=\"padding-left: 30px;\"><a href=\"https:\/\/item.jd.com\/12860783272.html\" target=\"_blank\" rel=\"noopener noreferrer\">https:\/\/item.jd.com\/12860783272.html<\/a><\/p>\n<p style=\"padding-left: 30px;\"><a href=\"https:\/\/item.jd.com\/12860780755.html\" target=\"_blank\" rel=\"noopener noreferrer\">https:\/\/item.jd.com\/12860780755.html<\/a><\/p>\n<p style=\"padding-left: 30px;\">[3] \u5f53\u5f53\u7f51\uff08http:\/\/www.dangdang.com\/\uff09<\/p>\n<p style=\"padding-left: 30px;\"><a href=\"http:\/\/product.dangdang.com\/1260359350.html\" target=\"_blank\" rel=\"noopener noreferrer\">http:\/\/product.dangdang.com\/1260359350.html<\/a><\/p>\n<p style=\"padding-left: 30px;\">[4] \u4e9a\u9a6c\u900a \uff08https:\/\/www.amazon.cn\/\uff09<\/p>\n<p style=\"padding-left: 30px;\"><span style=\"color: #0000ff;\">coming soon&#8230;..<\/span><\/p>\n<p style=\"padding-left: 30px;\">[5] \u5929\u732b\u4e66\u57ce \uff08https:\/\/www.tmall.com\/\uff09<\/p>\n<p style=\"padding-left: 30px;\"><a href=\"https:\/\/detail.tmall.com\/item.htm?spm=a230r.1.14.13.gtqppc&amp;id=552350354826&amp;cm_id=140105335569ed55e27b&amp;abbucket=18https:\/\/detail.tmall.com\/item.htm?spm=a230r.1.14.6.gtqppc&amp;id=552314005751&amp;cm_id=140105335569ed55e27b&amp;abbucket=18https:\/\/detail.tmall.com\/item.htm?spm=a220m.1000858.1000725.1.fuUEEU&amp;id=552314005751&amp;user_id=373101360&amp;cat_id=2&amp;is_b=1&amp;rn=c6e0f983b925b20e3eb6235a9d648bd1https:\/\/detail.tmall.com\/item.htm?spm=a220m.1000858.1000725.6.fuUEEU&amp;id=552350354826&amp;user_id=418395628&amp;cat_id=2&amp;is_b=1&amp;rn=c6e0f983b925b20e3eb6235a9d648bd1\" target=\"_blank\" rel=\"noopener noreferrer\">Click me\uff08\u70b9\u51fb\u8df3\u8f6c\uff09<\/a><\/p>\n<ul style=\"list-style-type: square;\">\n<li><strong>\u76f8\u5173\u94fe\u63a5[ <span style=\"color: #0000ff;\">Acknowledgements<\/span> ]<\/strong><\/li>\n<\/ul>\n<p style=\"padding-left: 30px;\">[01] <strong><a href=\"http:\/\/www.jdcui.com\/?page_id=3757\" target=\"_blank\" rel=\"noopener noreferrer\">\u4e66\u300aPERFORM-3D\u539f\u7406\u4e0e\u5b9e\u4f8b\u300b \u6c47\u603b\u9875\u9762 (PERFORM-3D Theory and Tutorials Book Page )<\/a>\u00a0(<span style=\"color: #ff00ff;\">\u4e66\u7c4d\u4e3b\u9875<\/span>)<\/strong><\/p>\n<p style=\"padding-left: 30px;\">[02]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4004\">[Book][PERFORM-3D Theory and Tutorials \u2014 Table of Contents] [\u76ee\u5f55\u82f1\u6587\u7248]<\/a><\/p>\n<p style=\"padding-left: 30px;\">[03]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=3988\" target=\"_blank\" rel=\"noopener noreferrer\">[Book][PERFORM-3D Theory and Tutorials &#8211; Foreword ] [\u524d\u8a00\u82f1\u6587\u7248]<\/a><\/p>\n<p style=\"padding-left: 30px;\">[04]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4037\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c\u00a01\u00a0\u7ae0 &#8211; PERFORM-3D\u8f6f\u4ef6\u4ecb\u7ecd ( PERFORM-3D Theory and Tutorials &#8211; Chapter 1 : \u00a0Introduction of PERFORM-3D )<\/a><\/p>\n<p style=\"padding-left: 30px;\">[05]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4037\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c\u00a02\u00a0\u7ae0 &#8211; \u5165\u95e8\u5b9e\u4f8b:\u5e73\u9762\u94a2\u6846\u67b6\u5f39\u6027\u5206\u6790 ( PERFORM-3D Theory and Tutorials &#8211; Chapter 2\u00a0: Quick Start Example : Elastic Analysis of Plane Steel Frame)<\/a><\/p>\n<p style=\"padding-left: 30px;\">[06]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4165\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c 3 \u7ae0 &#8211; \u94a2\u7b4b\u4e0e\u6df7\u51dd\u571f\u6750\u6599\u7684\u5355\u8f74\u672c\u6784\u5173\u7cfb\u00a0( PERFORM-3D Theory and Tutorials &#8211; Chapter 3\u00a0: Uniaxial Constitutive Model of Steel and Concrete Material )<\/a><\/p>\n<p style=\"padding-left: 30px;\">[07]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4306\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c 4\u00a0\u7ae0 &#8211; \u5851\u6027\u94f0\u6a21\u578b\u00a0( PERFORM-3D Theory and Tutorials &#8211; Chapter 4: Plastic Hinge Model\u00a0)<\/a><\/p>\n<p style=\"padding-left: 30px;\">[08]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4336\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c 5 \u7ae0 &#8211; \u7ea4\u7ef4\u622a\u9762\u6a21\u578b\u00a0( PERFORM-3D Theory and Tutorials &#8211; Chapter 5: Fiber Section\u00a0Model\u00a0)<\/a><\/p>\n<p style=\"padding-left: 30px;\">[09]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4401\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c 6\u00a0\u7ae0 &#8211; \u526a\u529b\u5899\u6a21\u62df\u00a0( PERFORM-3D Theory and Tutorials &#8211; Chapter 6: Shear Wall\u00a0Simulation )<\/a><\/p>\n<p style=\"padding-left: 30px;\">[10]\u00a0<a href=\"http:\/\/www.jdcui.com\/?p=4428\" target=\"_blank\" rel=\"noopener noreferrer\">[\u4e66]PERFORM-3D \u539f\u7406\u4e0e\u5b9e\u4f8b &#8211; \u7b2c 7\u00a0\u7ae0 &#8211; \u586b\u5145\u5899\u6a21\u62df\u00a0( PERFORM-3D Theory and Tutorials &#8211; Chapter7: Infilled\u00a0Wall\u00a0Simulation )<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>\u526a\u529b\u5899\u7684\u975e\u7ebf\u6027\u5206\u6790\u6a21\u578b\u53ef\u6839\u636e\u5176\u57fa\u672c\u5047\u5b9a\u7684\u5dee\u5f02\u53ca\u5355\u5143\u81ea\u7531\u5ea6\u6570\u91cf\u7684\u591a\u5c11\u5212\u5206\u4e3a\u5fae\u89c2\u6a21\u578b\u548c\u5b8f\u89c2\u6a21\u578b[1]\u3002\u5fae\u89c2\u6a21\u578b\u7528\u5b9e\u4f53\u6216\u8005\u677f\u58f3\u5355\u5143\u76f4\u63a5\u6a21\u62df\u526a\u529b\u5899\uff0c\u539f\u7406\u6e05\u6670\uff0c\u4f46\u8ba1\u7b97\u91cf\u5927\uff0c\u6536\u655b\u96be\u4ee5\u4fdd\u8bc1\uff0c\u5b8f\u89c2\u6a21\u578b\u5c06\u526a\u529b\u5899\u7528\u591a\u7ec4\u975e\u7ebf\u6027\u5f39\u7c27\u8fdb\u884c\u6a21\u62df\uff0c\u8ba1\u7b97\u91cf\u5c0f\uff0c\u8bd5\u9a8c\u5206\u6790\u6821\u6b63\u76f8\u5bf9\u7b80\u5355\uff0c\u9002\u7528\u4e8e\u7ed3\u6784\u6574\u4f53\u5f39\u5851\u6027\u5206\u6790\u3002PERFORM-3D[2,3]\u4e2d\u63d0\u4f9b\u4e86\u4e24\u79cd\u526a\u529b\u5899\u5b8f\u89c2\u6a21\u578b\uff0c\u5305\u62ec\u80fd\u8003\u8651\u5355\u5411\u538b\u5f2f\u975e\u7ebf\u6027\u7684Shear Wall Element\uff08\u526a\u529b\u5899\u5355\u5143\uff09\u53ca\u5728\u6b64\u57fa\u7840\u4e0a\u8fdb\u4e00\u6b65\u8003\u8651\u590d\u6742\u5e94\u529b\u72b6\u6001\u800c\u5f00\u53d1\u7684General Shear Wall Element\uff08\u901a\u7528\u526a\u529b\u5899\u5355\u5143\uff09\u3002\u5176\u4e2dShear Wall\u5355\u5143\u91c7\u7528\u7684\u662f\u591a\u7ad6\u5411\u5f39\u7c27\u5355\u5143\u6a21\u578b\uff08MVLEM\uff09\u7406\u8bba\uff0c\u4e3a\u6b64\uff0c\u672c\u7ae0\u9996\u5148\u5bf9MVLEM\u7684\u7814\u7a76\u80cc\u666f\u53ca\u539f\u7406\u8fdb\u884c\u4ecb\u7ecd\uff0c\u5728\u6b64\u57fa\u7840\u4e0a\u4ecb\u7ecdPERFORM-3D\u4e2d\u63d0\u4f9b\u7684\u526a\u529b\u5899\u7ec4\u4ef6\u53ca\u5355\u5143\uff0c\u6700\u540e\u91c7\u7528PERFORM-3D\u4e2d\u7684Shear Wall\u5355\u5143\u5bf9\u4e00\u60ac\u81c2\u526a\u529b\u5899\u8bd5\u4ef6\u7684\u62df\u9759\u529b\u8bd5\u9a8c\u8fdb\u884c\u6a21\u62df\uff0c\u8be6\u7ec6\u8bb2\u89e3Shear Wall\u5355\u5143\u7684\u57fa\u672c\u5efa\u6a21\u8fc7\u7a0b\u548c\u53c2\u6570\u5b9a\u4e49\u65b9\u6cd5\uff0c\u5e76\u5bf9\u6a21\u62df\u7ed3\u679c\u8fdb\u884c\u8ba8\u8bba\u3002According to the difference of basic assumption and the number of degree of freedoms, the nonlinear analysis model of shear wall can be divided into microscopic model and macroscopic model. In microscopic model, shear wall is simulated by solid elements or shell elements. Microscopic model is clear in principle, but always has high calculation cost and the convergence is also difficult to assure. In macroscopic model, shear wall is simulated by multi-nonlinear-springs. When compared with microscopic model, macroscopic model always has lower computational cost and simpler parameters calibration process, which is suitable for elasto-plastic analysis of the whole structure. There are two types of shear wall macroscopic model in PERFORM-3D, including \u201cShear Wall Element\u201d that can only consider one dimensional nonlinear bending and compression behaviour and \u201cGeneral Shear Wall Element\u201d that can further consider complicated stress state. The Shear Wall Element adopts the theory of multi-vertical-line-element-model (MVLEM), therefore, the research background and the related theory of MVLEM was firstly introduced in this chapter. Then the shear wall components and elements in PERFORM-3D was further explained. After that, a pseudo-static test of cantilever shear wall was simulated by Shear Wall Element in PERFORM-3D. Through this simulation, fundamental modelling process, parameter definition, and interpretation of simulation results of Shear Wall Element were explained in detail.<\/p>\n","protected":false},"author":1,"featured_media":7963,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[157,2,1087,7,5],"tags":[522,587,1221,260,585,220,521,523,586,1222,524,199,187],"class_list":{"0":"post-4401","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","6":"hentry","7":"category-earthquake-engineering-","8":"category-perform-3d","9":"category-structural-analysis-","10":"category-structural-design","11":"category-structural-engineering","12":"tag-book","13":"tag-general-wall","14":"tag-mvlem","15":"tag-perform-3d","17":"tag-shear-wall","18":"tag-521","19":"tag-523","20":"tag-586","21":"tag-1222","22":"tag-524","23":"tag-199","24":"tag-187"},"aioseo_notices":[],"views":3892,"_links":{"self":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/posts\/4401","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=4401"}],"version-history":[{"count":0,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/posts\/4401\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=\/wp\/v2\/media\/7963"}],"wp:attachment":[{"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=4401"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=4401"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/www.jdcui.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=4401"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}