摘要
结合山西省某政务服务中心结构设计,介绍了由于建筑方案受限,造成了结构的平面不规则和竖向不规则,通过中震、大震下对不同构件分别设置性能目标,选择计算方法,加强构造措施,以确保结构的抗震性能。
Through the structural design of the government affairs service center of Shanxi Province,how to arrange performance goals under differ earthquake intensity and how to select method of computation and strengthen construct measure when the structure with plane and verticality irregular under the limit of architecture scheme were introduced,to ensure structural earthquake resistant behavior.
出处
《建筑结构》
CSCD
北大核心
2017年第S1期255-258,共4页
Building Structure
关键词
平立面不规则
性能设计
静力弹塑性分析
plane and vertical plane irregularity
performance design
statical elastoplastic analysis