汶川地震灾区城镇砖混建筑震害分析
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摘要
基于汶川地震什邡震区建筑应急评估工作,重点介绍什邡市砖混结构的震害现象,根据这类房屋的震害特征和破坏模式,对其受力机理和破坏原因进行了初步理论分析,并为震后相应建筑物的修复、加固、重建工作提出一系列意见和建议,供相关研究和设计人员参考.
Based on emergency stability-evaluation of the buildings of Shifang disaster region in Wenchuan earthquake,the emphasis is laid on the description of damage phenomena of masonry structures.According to properties of the earthquake-disaster and failure-mode of masonry structures,the load-transfer mechanism and the cause of earthquake disaster were preliminarily analyzed.A series of suggestions were proposed for repair and strengthening of damaged buildings,which could provide some references for relevant researchers and designers.
引文
[1]蔡之瑞,孙柏涛.唐山地震震害与重建唐山[J].世界地震工程,1996,8(4):48-50.
    [2]GB 50011-2001.建筑抗震设计规范[S].
    [3]GB 50003-2001.砌体结构设计规范[S].
    [4]JGJ 116-98.建筑抗震加固技术规程[S].

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