摘要
先总体阐述了填充墙对框架主体结构的受力影响,然后重点研究了填充墙的约束效应和面外倒塌机理问题,并提出相应的设计建议,以提高框架结构的抗震性能。
Effects of infilled wall on seismic performance of RC frame structure are discussed firstly.Then the mechanism of restraint effect of infilled wall on the RC columns and out-of-plane collapse are deeply studied.Furthermore,some design suggestions for upgrading the seismic performance of infilled walls are put forward,so as to improve the seismic performance of frame structures.
出处
《山西建筑》
2011年第14期23-24,共2页
Shanxi Architecture
关键词
填充墙
钢筋混凝土框架
约束效应
面外倒塌
infilled wall
RC structure
restraint effect
out-of-plane collapse
