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    王曉潔，陸道淵，魏豐登，趙  明，王進(jìn)琦
    (現(xiàn)代設(shè)計(jì)集團(tuán)華東建筑設(shè)計(jì)研究院有限公司，上海200002)

[摘要] 工程采用全落地剪力墻結(jié)構(gòu)，建筑高度超過(guò)了《高規(guī)》規(guī)定的7度區(qū)B級(jí)高度的規(guī)定，達(dá)到175.6m。工程以專(zhuān)家意見(jiàn)為指導(dǎo)，采用彈性動(dòng)力時(shí)程分析和彈塑性靜力分析等方法研究結(jié)構(gòu)在地震作用下的動(dòng)力性能，研究結(jié)構(gòu)的抗震構(gòu)造措施，以達(dá)到結(jié)構(gòu)設(shè)計(jì)的技術(shù)先進(jìn)、安全適用、經(jīng)濟(jì)合理的要求。
[關(guān)鍵詞] 剪力墻；超限高層；彈塑性分析

Study on the Super High-rise Shearwall Structure
Wang Xiaojie, Lu Daoyuan, Wei Fengdeng, Zhao Ming, Wang Jinqi
( East China Architecture Design&Research Institute Co., Ltd ,Xian Dai Architectural Design Croup, Shanghai  200002, China)

Abstract: Shearwall structure was used in this project. The construction height surpasses B level in Technical specification for concrete structures of tall building in the seismic fortification intensity 7 area, and achieves 175. 6m.  We use elastic-dynamic time-history analysis and pushover analysis under earthquake action to research the performance and seismic fortification measures.
Keywords: shearwall structure; high-rise building structure; pushover analysis