多层砖混房屋震害分析及抗震加固措施
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摘要
通过对汶川地震震害情况的分析,结合多层砖混结构在建筑中广泛应用的现状,对多层砖混房屋具体的构件及部位进行了震害分析,并提出相应的抗震加固措施,从而使多层砖混房屋的抗震设计满足规范要求。
Through analyzing on Wenchuan earthquake damaging situation,combined with the status that multi-story masonry concrete structure comprehensive application in buildings,the specific component and position of multi-story masonry concrete building were damaging analyzed and corresponding anti-seismic strengthening measures were proposed,therefore make anti-seismic design of multi-story masonry concrete building satisfy standard requirement.
引文
[1]娄宇,叶正强.四川汶川5.12地震房屋震害分析及抗震对策建议[J].建筑结构,2008(8):16-17.
    [2]吕西林.建筑结构加固设计[M].北京:科学出版社,2007.
    [3]卫龙武,吕志涛,郭彤.建筑物评估、加固与改造[M].第2版.南京:江苏科学技术出版社,2006.
    [4]李国胜.建筑结构裂缝及加层加固疑难问题的处理——附实例[M].北京:中国建筑工业出版社,2006.
    [5]李彬,王宇亮,陈光.浅谈多层砌体结构抗震设计[J].山西建筑,2008,34(2):105-106.
    [6]GB 50011-2001,建筑抗震设计规范[S].

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