摘要
板-柱结构自出现以来,由于这一结构形式具有众所周知的优点,其应用范围日趋扩大.但它的抗震性能如何,一直是人们关注的问题之一.基于板-柱结构及板柱-剪力墙结构的概念和设计方法现状,从风载和常遇地震作用下结构的顶点侧移,静力弹塑性分析结果,节点抗震性能以及结构振型分析等几个方面,评价了板-柱结构的抗震性能,并对板柱-剪力墙结构的抗震性能进行了初步探讨.
Because of well - known excellent superiorities, plate - column structures have been widely used day by day since it appeared. However, its seismic behavior has always been one of concerned problems. Concept and state of the art of design methods of plate - column structure and plate - column and shearwall structure are briefly introduced. Seismic behaviors of plate -column structure are evaluated from some aspects including top drift of structure subjected to wind load and frequently occured earthquake, result of pushover analysis, seismic behavior of joint and analysis of structure modes. And seismic behavior of plate - column and shearwall structure is preliminarily discussed.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
2007年第8期1206-1210,共5页
Journal of Harbin Institute of Technology
基金
新工纪优秀人才支持计划资助项目(教技司[2005]290号)
关键词
板-柱结构
板柱-剪力墙结构
顶点侧移
静力弹塑性分析
抗震性能
plate-column structure
plate-column and shearwall structure
top drift
static elastic and plastic analysis
seismic behavior
