摘要
简要介绍了1985年墨西哥格雷罗7.3级地震和1996年丽江7.0级地震高层建筑震害特征。采用钢筋混凝土框架结构房屋震害预测方法对2000年姚安6.5级地震区的典型高层建筑进行了计算,将计算结果与实际震害进行了对比,分析了震害原因。
In This paper, the damage features of some tall buildings in M 7.3 Guerrero, Maxico earthquake in 1985 and in M7.0 Lijiang earthquake in 1996 were described.The earthquake damage of some typical tall buildings in M6.5 Yaoan earthquake is calculated by using the damage-predicting methed of reinforced concrete frame structure and the results was compared with the actual damage. The causes of earthquake damage of the tall buildings are also analysed.
出处
《自然灾害学报》
CSCD
北大核心
2004年第1期100-104,共5页
Journal of Natural Disasters
基金
云南省"十五"重点项目:"昆明高(超高)层建筑中近埸地震响应研究"课题资助
关键词
高层建筑
震害分析
震害预测
抗震能力
tall building
earthquake damage analysis
earthquake damage prediction
