摘要
汶川5.12地震发生后,受建设部委派,作者迅速赶往重灾区都江堰市进行震害调查。对框架-剪力墙结构的震害情况进行了专门调查,与框架结构的震害进行了对比。框架-剪力墙结构的抗震性能明显优于框架结构;楼梯应考虑参与主体结构抗震作用。
Wenchuan 5.12 Earthquake has made serious damage to the buildings.Authors are sended by Ministry of Housing and Urban-Rural Development of the P.R.China,an investigation on the seismic damage of buildings in Dujiangyan City,and special investigation are made on the damage condition and characteristic of frame-shear wall buildings.Some suggestions are proposed in this paper.
出处
《工程抗震与加固改造》
2008年第4期37-40,共4页
Earthquake Resistant Engineering and Retrofitting
关键词
汶川地震
框架-剪力墙结构
震害调查
Wenchuan earthquake
frame-shear wall structure
seismic damage investigation
