复杂高层钢结构抗震性能分析  

Analysis on Seismic Performance of Complex High-rise Steel Structure

作　　者：祖庆芝 Zu Qing-zhi

机构地区：[1]漳州职业技术学院,福建漳州363000

出　　处：《建筑技术开发》2021年第22期38-39,共2页Building Technology Development

摘　　要：基于结构计算机分析技术的迅速发展,目前越来越成熟的有限元分析软件,可用于复杂大型工程抗震分析条件,有效促进高层建筑设计技术和结构分析技术的发展。以某大型医院新建病房楼,进行Pushover分析、时程分析以及弹性分析等方法研究其整体结构特性,并提出相应的抗震措施,以满足结构设计要求,实现适宜的抗震性能目标。Based on the current rapid development of structural computer analysis technology,more and more mature finite element analysis software can be used for seismic analysis conditions of complex large-scale projects,effectively promoting the development of high-rise building design technology and structural analysis technology.A new ward building in a large hospital is used to study its overall structural characteristics by Pushover analysis,Time-history analysis,and elastic analysis,and corresponding seismic measures are proposed to meet the structural design requirements and achieve appropriate seismic performance goals.

关 键 词：超限复杂高层结构 PUSHOVER分析 时程分析 抗震性能 

分 类 号：TU973.31[建筑科学—结构工程]