高层建筑震害研究  

Research on earthquake damage of tall buildings

作　　者：王锡财[1] 王彬[1] 周光全[1] 非明伦[1] 施伟华[1] 卢永坤[1] 

机构地区：[1]云南省地震局,云南昆明650041

出　　处：《自然灾害学报》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

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.

关 键 词：高层建筑 震害分析 震害预测 抗震能力 

分 类 号：P315.9[天文地球—地震学] TU973.31[天文地球—固体地球物理学]