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.
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
关键词
汶川地震
震害
砖混结构
高烈度地震区
Whenchuan earthquake
seismic damage
masonry-concrete structure
high-intensity earthquake region