Damage characteristics and seismic capacity of buildings during Nepal Ms 8.1 earthquake

被引:0
|
作者
Sun Baitao [1 ,2 ]
Yan Peilei [1 ,2 ]
机构
[1] Institute of Engineering Mechanics, China Earthquake Administration
[2] Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration
关键词
Nepal earthquake; seismic damage of building; seismic capacity;
D O I
暂无
中图分类号
TU352.11 []; P315.9 [工程地震];
学科分类号
070801 ; 081405 ;
摘要
The extensive damage to buildings caused by the Nepal Ms8.1 earthquake has attracted much attention by the international community.Afterthe preliminary scientific investigations on the different affected areas inNepal,the construction and damage characteristics of five different types of buildings commonly existing in Nepal were discussed and the reasons of their disaster performance were analyzed.Types of buildings investigated include reinforced concrete(RC) frame structures,rubble structures,brick-wood structures,raw soil structures,and brick-wood structures of historic buildings.In addition,the weak links of the seismic design were pointed out,which was very important for the post-earthquake reconstruction and recovery,and gave a preliminary explanations for the damage experienced.
引用
收藏
页码:571 / 578
页数:8
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