高烈度区地下建筑的基本震害与防灾对策  

Fundamental damages and seismic fortification measures for the underground structures in the high intensity areas

作　　者：顾渭建 冯丽[2] 李麟 

机构地区：[1]北京参保建筑设计研究院,北京100850 [2]北京建筑工程学院,北京100044

出　　处：《建筑结构》2010年第S2期156-159,76,共5页Building Structure

摘　　要：通过对汶川地震后,地处高烈度区的地下建筑震害状况的调研,对构成这些工程破坏的原因进行了系统分析,提出了今后在地震高烈度区建设地下建筑的主要防灾对策。Typical earthquake damages of underground structures in the Wenchuan earthquake are reviewed with some systematical analyses,through the investigation of underground structures in the high intensity areas.Seismic fortification measures for the underground structures in the high intensity areas are proposed for the reference of further design and construction.

关 键 词：汶川地震 地下建筑 震害分析 防灾对策 

分 类 号：TU352.1[建筑科学—结构工程]