- 摘 要
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于貴景
（上海建筑設(shè)計研究院有限公司，上海 200041）[摘要] 某高層建筑高度超限，分別采用SATWE,ETABS兩種程序?qū)Y(jié)構(gòu)進行多遇地震作用下的計算，對比兩種程序的計算結(jié)果，同時對結(jié)構(gòu)進行彈性時程分析補充計算。根據(jù)計算結(jié)果可知，該高層建筑結(jié)構(gòu)設(shè)計方案可行。
[關(guān)鍵詞] 超限高層建筑；彈性時程分析；結(jié)構(gòu)設(shè)計
中圖分類號：TU318 文獻標(biāo)識碼：A 文章編號：1002-848X(2012) Sl-0287-02Structure design scheme of one high-rise overrun building
Yu Guijing
( Shanghai Institute of Architectural Design&Research Co., Ltd., Shanghai 200041, China)Abstract: One high-rise ovenun building structure under the action of frequently occurred earthquake was analyzed by the SATWE and ETABS procedures. The calculation results of the two kinds of procedures were compared. The structure was also analyzed through flexible time-analysis methods, under the action of frequently occurred earthquake. According to the calculation results, the structure design scheme of the high-rise overrun building is feasible.
Keywords: high-rise overrun building; elastic time history analysis; structure design
