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    鐘玉柏，  張良平，  王衛(wèi)忠，  尚文紅，  陳  虎
    (深圳華森建筑與工程設(shè)計(jì)顧問有限公司，深圳518054)

[摘要] 該塔樓高249. 8m，屬于超高層建筑，且存在較多斜柱，設(shè)置有兩道加強(qiáng)層，加強(qiáng)層包括伸臂桁架和環(huán)桁架。因此需要進(jìn)行動(dòng)力彈塑性時(shí)程分析以評(píng)估該結(jié)構(gòu)及其構(gòu)件在罕遇地震作用下的性能。
[關(guān)鍵詞] 超高層建筑；動(dòng)力彈塑性時(shí)程分析；伸臂桁架和環(huán)桁架；加強(qiáng)層
中圖分類號(hào)：TU973,TU375    文獻(xiàn)標(biāo)識(shí)碼：A  文章編號(hào)：1002-848X(2012) S2-0031-07

    Dynamic nonlinear time history analysis for asuper high rise building in Shenzhen
    Zhong Yubai, Zhang Liangping, Wang Weizhong, Shang Wenhong, Chen Hu
    ( Huasen Architecture & Engineering Design Consultants Ltd.,  Shenzhen 518054,  China)

Abstract: This is a super high rise building with 249. 8m height, which includes a few inclined columns, two stories with outriggers and belt trusses. The dynamic nonlinear time history analysis is needed to assess the performance of the structure and its components.
Keywords: super high rise building; dynamic nonlinear time history analysis; outriggers and belt trusses; story with outriggers and belt members