小山包上竖向不规则砖混结构办公楼严重震害分析  

Analysis of Serious Seismic Damages on Vertical and Irregular Masonry-concrete Structure Office Buildings Located on Mound

作　　者：莫庸 金建民 杜永峰[3] 曹宝恒 刘新海 刘郝林 

机构地区：[1]甘肃省建设科技专家委员会 [2]甘肃省建筑设计研究院 [3]兰州理工大学 [4]甘肃省安全质量监督局 [5]陇南市建设局 [6]陇南市质量监督站

出　　处：《工程抗震与加固改造》2008年第4期64-66,共3页Earthquake Resistant Engineering and Retrofitting

摘　　要：本文对5.12汶川大地震中位于小山包上甘肃陇南气象局竖向不规则砖混结构办公楼严重破坏的震害情况进行了描述,并对其震害原因进行了初步分析,总结其经验教训,提出了高烈度地震区砖混结构多层办公楼抗震设计的加强措施。In this paper,a description of the seismic damages on the vertical and irregular masonry-concrete structure office buildings of Longnan Weather Bureau on mound during the Wenchuan earthquake on May 12^(th) is presented,a preliminary analysis of causes to seismic damages,and summarization of lessens and experiences are carried out.The proposals of reinforcement on multilayer masonry-concrete structure office buildings in the high-intensity earthquake region on aspect of seismic design are put forward.

关 键 词：汶川地震 震害 砖混结构 高烈度地震区 

分 类 号：P315.9[天文地球—地震学]