摘要
介绍了一复杂连体结构的结构设计方案,并通过静力计算和动力弹塑性时程分析,验证了该结构的可行性,从而说明结构中所采用结构布置是合理和有效的。在多遇及中震作用下结构基本上处于弹性状态,满足抗震规范"小震不坏、中震可修"的要求,而在罕遇地震作用下主体结构未出现严重损伤,满足抗震规范"大震不倒"的要求。
This paper introduces a structure design of a complex conjoined structure.It certificates the feasibility of the structure by static calculation and dynamic elasto-plastic time-history analysis.It also indicates that the structure arrangement is reasonable and effective.The structure lies in elastic situation on the load of frequent and basic earthquake. The performance of the structure satisfies the demand'no destroy with frequent earthquake,repairable with basic one'from Code for seismic design of buildings.Serious injury of the major structure doesn't appear with rare earthquake.It also satisfies the demand'no damage with rare earthquake'from the code.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期302-305,共4页
Building Structure
关键词
连体结构
弹塑性时程分析
中震计算
conjoined structure
elasto-plastic time-history analysis
basic earthquake calculation
