摘要
对填充墙在水平地震力作用下的抗裂应力进行了分析,从理论上分析了填充墙开裂的控制因素,通过一系列的计算假定和理论计算,得出了填充墙在剪压共同作用下的抗剪强度是抗裂的主要控制因素,并求得该抗剪强度的计算公式。
The filler wall＇s crack stress of horizontal seismic force axe analyzed, then the factor of the filler wall have been cracked to be analyzed from the theory. Through a series of assumptions and theoretical calculations, the conclusion that the shear strength is the most control factor to the filler wall＇s crack at the sheer and compress force effect and calculation formula was obtained.
出处
《山西建筑》
2009年第23期50-51,共2页
Shanxi Architecture
关键词
填充墙
水平地震力
抗裂分析
filler wall, horizontal seismic force, the crack analysis
