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(中國(guó)電子工程設(shè)計(jì)院深圳市電子院設(shè)計(jì)有限公司 深圳 518031)
［摘要］通過(guò)對(duì)結(jié)構(gòu)平面布置相同、高度不同的高層結(jié)構(gòu)在相同地震作用下的結(jié)構(gòu)地震響應(yīng)特性分析和研究，探討了高層建筑結(jié)構(gòu)地震響應(yīng)的特點(diǎn)。對(duì)某一高層剪力墻結(jié)構(gòu)的地震響應(yīng)特性進(jìn)行了研究，并選取振動(dòng)臺(tái)試驗(yàn)結(jié)果進(jìn)行驗(yàn)證。分析結(jié)果表明，對(duì)于高度超過(guò)150m的高層結(jié)構(gòu)，在大震作用下結(jié)構(gòu)上部易發(fā)生損壞，應(yīng)對(duì)結(jié)構(gòu)中上部采取適當(dāng)?shù)募訌?qiáng)措施。
［關(guān)鍵詞］高層建筑；地震響應(yīng)；剪力墻結(jié)構(gòu)
Study on Seismic Response Characteristics of Tall Building with Different Heights
Wang Qingyang，Hu Shouying，Wang Chuanjia，Chen Zhiqiang(China Electronics Engineering Design Institute, Shenzhen Electronics Design Institute Co., Ltd., Shenzhen 518031, China)
Abstract:The seismic response characteristics of the structures, with the same layout and different height, undergoing the same earthquake, are discussed. Based on the analysis of a highrise shearwall structure and the  results of shaking table test, it is shown that the damage mostly occurs in the middle and upper part of tall building exceeding 150 meters under the rare earthquake action, and it should be strengthened by proper measures.
Keywords:
High-rise building; seismic response; shearwall structure
作者簡(jiǎn)介：王慶揚(yáng)(1963-)，男，教授級(jí)高工。
參考文獻(xiàn)
［1］ABAQUS Inc. ABAQUS User’s Manual［M］. 2007.
［2］王勖成. 有限單元法［M］.北京：清華大學(xué)出版社, 2003.
［3］建筑抗震設(shè)計(jì)規(guī)范(GB50011—2001)［S］.北京:中國(guó)建筑工業(yè)出版社,2001.