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筒中筒结构弹塑性等代角柱法地震反应分析及其工程实例

Elastopiastic Seismic Response Analysis Using Equivalent Substitute Corner Columns for Tube-in-Tube Structure and Its Engineering Application

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【作者】 姜敬凯魏琏许进陈锡智

【Author】 Jiang Jingkai Wei Lian Xu jin (Institute of Earthquake Engineering, China Academy of Building Research) Cheng Xizhi (Building Design Institute, General Logistical Ministry)

【机构】 中国建筑科学研究院工程抗震所总后勤部营房部设计院

【摘要】 本文根据筒中筒结构的受力特征,提出其地震反应分析的弹塑性等代角柱法,并用于某十八层筒中筒结构工程实例,由分析结果对筒中筒结构的抗震性能作了初步评述。

【Abstract】 This Paper presents the elastoplastic seismic response analysis method using equivalent substitute corner columns for tube-in-tube structures based on the property of space structural system. It was used in an eighteen storyed tube-in-tube structure. Preliminary comments on earthquake resistant performance of tube-in-tube structure is given according to calculation results.

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