- 摘 要
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（同濟大學(xué)建筑工程系， 上海 200092）
[摘要]以深圳地區(qū)某超高層建筑為工程案例，對其在不同地震作用下的抗震性能進行分析。采用了ETABS軟件分析該結(jié)構(gòu)在多遇地震作用下的性能，使其滿足規(guī)范要求。運用STRAT軟件進行結(jié)構(gòu)大震彈塑性分析，并對關(guān)鍵構(gòu)件的損傷狀態(tài)進行研究。分析結(jié)果表明結(jié)構(gòu)在多遇地震和罕遇地震下都達(dá)到了性能設(shè)計的目標(biāo)，滿足“小震不壞、中震可修、大震不倒”的設(shè)計目標(biāo)，抗震性能達(dá)到相關(guān)規(guī)范標(biāo)準(zhǔn)。
[關(guān)鍵詞]超高層； 結(jié)構(gòu)設(shè)計； 彈塑性分析
中圖分類號： TU318 文獻標(biāo)識碼： A文章編號： 1002-848X(2016)S2-0051-05
Structural analysis and design of a super high-rise building in Shenzhen
Liu Peng
(Department of Construction Engineering, Tongji University, Shanghai 200092, China)
Abstract：Taking a super high-rise building in Shenzhen as the project case, the seismic performance under different seismic action was analyzed. ETABS was used to analyze the structure performance under frequent earthquake, to meet the regulatory requirements. STRAT was used to analyze the elastic-plastic performance and examine the damage state of key members under rare earthquake. The results show that the structure reach the performance goals under frequent and rare earthquake, meet the no broken under small earthquake and no collapsing under strong earthquake, and seismic performance meet the relevant regulatory requirements.
Keywords: super high-rise; structural design; elastic-plastic analysis
作者簡介： 劉鵬，碩士研究生，Email：tongjiliupeng@126.com。
