摘要
多层砖砌体房屋的抗震验算较为繁琐,通过适当的模型假定,对水平地 震剪力的获取,墙肢的抗侧刚度,墙体截面抗震承载力的验算,进行合理的简化及归纳,省 去了总水平地震体用标准值和各楼层地震作用力的计算,从而减少工作量,具有很大的实用 价值 .
The checking of the earthquake resistance of the multistoried bric kmade building is complicated. In this paper, by appropriate model presuming, th e acquiring processes of the earthquake- caused shear, the calculation of the s ideslip- resistance stiffness and the checking of earthquake- resistance capac ity of the wall section are reasonably simplified and induced. As a result,the w hole checking process is relatively simplified, meanwhile, the result of the che cking is also reliable.
出处
《沈阳工业大学学报》
EI
CAS
2001年第3期244-246,共3页
Journal of Shenyang University of Technology
关键词
多层砖房
地震剪力
剪力分配系数
抗侧刚度
高宽比
抗震
验算
earthquake- caused shear
allocation coefficient of shear
si deslip- resistance stiffness
proportion of height to width