- 摘 要
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崔 俊， 李育紅， 于秋波， 殷偉希
（鄭州大學(xué)綜合設(shè)計(jì)研究院，鄭州 450002）[摘要] 采用基于性能的抗震設(shè)計(jì)方法，應(yīng)用SATWE,PMSAP,Perform 3D等軟件對一棟高度153. 8m超A級高度的超限高層建筑進(jìn)行了抗震設(shè)計(jì)分析，包括結(jié)構(gòu)選型、彈性計(jì)算、彈性時程分析、中震不屈服計(jì)算和罕遇動力彈塑性變形驗(yàn)算等，并介紹了該結(jié)構(gòu)超限抗震設(shè)計(jì)情況以及相關(guān)技術(shù)措施。
[關(guān)鍵詞] 超高層；時程分析；中震；大震；性能設(shè)計(jì)；動力彈塑性
中圖分類號：TU318 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2011) Sl-0082-04Structural seismic design of Bike Building beyond code limits
Cui Jun, Li Yuhong, Yu Qiubo, Yin Weixi
(Zhengzhou University Multifunctional Design and Research Academy, Zhengzhou 450002, China)Abstract: Based on the performance seismic design method, seismic analysis of a 153. 8m-high, super-A rating high building was carried out by SATWE, PMSA Pand Perform 3D software in tlus paper, including structural form selection, elastic calculation, time-lustory analysis, unyielding computation under moderate earthquake and dynanuc elastic-plastic deformation checking under strong earthquake. Then the seismic design method and the technical measure of this over rangmg structure were introduced to give a reference to similar projects.
Keywords: super-high-rise building; time-history analysis; moderate earthquake; strong earthquake; performance design; dynamic elastic-plastic
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