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邢文磊
(現(xiàn)代設(shè)計(jì)集團(tuán)上海華東建筑設(shè)計(jì)研究院有限公司，上海200002)

[摘要] 本文結(jié)合工程實(shí)例，介紹了在進(jìn)行超限高層設(shè)計(jì)中，對(duì)平面及豎向均不規(guī)則的結(jié)構(gòu)設(shè)計(jì)時(shí)應(yīng)注意的要點(diǎn)。以及采用SATWE及ETABS(美國(guó))計(jì)算軟件對(duì)結(jié)構(gòu)抗震進(jìn)行了動(dòng)力分析對(duì)比，為同類工程設(shè)計(jì)提供參考。
[關(guān)鍵詞] 超限高層；平面不規(guī)則結(jié)構(gòu)；豎向不規(guī)則結(jié)構(gòu)

Structural Design of Fuzhou Shimao Zhenyuan High-rise Residential Buildings
Xing Wenlei
( East China Architectural Design&Research Institute Co., Ltd., Xian Dai Architectural Design Group, Shanghai  200002, China)

Abstract: This paper presents the keypoints for the structural design of non-regular plan and non-regular elevation structures based on a practical engineering example. Seismic analysis are conducted to evaluate the structural behavior of the building by two kinds of suitable software. The experience from this project can be used as the reference.
Keywords: super-highrise building; non-regular plan structure; non-regular elevation structures