多层砖房抗震验算的简化
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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.
引文
[1] 郭继武 .建筑抗震设计 [M].北京:建筑工业出版社, 1998.
    [2] 刘爱国 .多层砌体房屋抗震验算的简化方法 [J].住宅 科技, 1997(6): 20- 23.
    [3] 刘延慈 .多层砖房抗震砖墙简捷验算 [J].建筑结构, 1992(5): 36- 38.
    [4] 王一丁 .多层砖房楼层地震剪力的简捷获取 [J].建筑 结构 ,1993(5): 28- 31.

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