摘要
文章通过振动台试验研究,以及对算例的弹塑性理论分析,综合对比研究了异形柱框架-短肢剪力墙和异形柱框架-剪力墙这两种异形柱结构体系的抗震性能、破坏形态和经济性能。结果显示这两种结构总体抗震性能较好,均满足了结构延性设计的要求。而异形柱框架-短肢剪力墙结构综合性价比较高,结构布局灵活方便,可作为小高层住宅结构设计的优选方案。
The earthquake resistant abilities, destroyed form and economical capacity of the frame - short pier wall structure with special -- shaped columns and the frame - shear wall structure with special - shaped columns were com- paratively studied in this paper, by ways of shaking table test and elastic - plastic analysis for a 13 - story structure. The results were that the earthquake resistant abilities of the two strcture systems with special - shaped columns were all good. The economical capacity of the frame - Short pier wall structure with special - shaped colmnns was better, and was adapt to mid - highrise residence.
出处
《江苏建筑》
2007年第4期34-38,共5页
Jiangsu Construction
关键词
振动台试验
异形柱
短肢剪力墙
弹塑性时程分析
special - shaped columns
short pier wall
shaking table test
elastic - plastic time history analysis
