汕頭大學(xué)新醫(yī)學(xué)院結(jié)構(gòu)超限設(shè)計
馬臣杰，施永芒，謝標(biāo)云，侯峰, 莫世海, 丁屹
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(CCDI悉地國際，深圳 518057)[摘要] 汕頭大學(xué)新醫(yī)學(xué)院項目為體型特別復(fù)雜的超限結(jié)構(gòu)，存在扭轉(zhuǎn)，凹凸不規(guī)則，懸挑，豎向構(gòu)件不連續(xù)承載力突變及復(fù)雜連接等超限項。本文介紹了項目的結(jié)構(gòu)形式和結(jié)構(gòu)設(shè)計中需要注意的一些問題，供類似項目參考。[關(guān)鍵詞] 超限高層;大震彈塑性;舒適度;抗連續(xù)倒塌;樓板應(yīng)力中圖分類號：TU375 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)S1-0184-05作者簡介：馬臣杰，碩士，工程師，Email：mao.6@163.com。Structural design of Shantou University Medical CollegeMa Chenjie, Shi Yongmang, Xie Biaoyun, Hou Feng, Mo Shihai, Ding Yi(CCDI GROUP, Shenzhen 518057, China)Abstract: Shantou University Medical College project is particularly complex structure of body type, there is reverse the bump irregular cantilevered vertical member is not continuous bearing capacity of the mutation, the complex connectivity problems. This paper describes some of the issues that need attention in the form and structure design of the structure of the project. This design method could be reference for similar projects.Keywords: high-rise;EPDA;vibration comfort analysis; collapse analysis; floor stress analysis
