首页|The Analysis of Non-Linear Seismic Response of an Infilled Frame Structure in Yingxiu Town - The Heavy Disaster Areas of Wenchuan 8.0 Earthquake
The Analysis of Non-Linear Seismic Response of an Infilled Frame Structure in Yingxiu Town - The Heavy Disaster Areas of Wenchuan 8.0 Earthquake
扫码查看
点击上方二维码区域，可以放大扫码查看
原文链接
NETL
NSTL
On 12 May 2008, a magnitude 8.0 earthquake happened in Wenchuan, China .It was the most serious earthquake in china since 1949, causing very huge casualties and engineering damages. The complex building of the Xuankou secondary school in Yingxiu town was designed by the Code for Seismic Design of Buildings of China (GB50011-2001), the seismic fortification intensity of the buildings was 7 degree. In the earthquake, it was destroyed most seriously, and the engineering damage was characteristic. In the paper, the properly of material nonlinearity was considered ,the nonlinear analysis model of infilled frame structure was established, the time history analysis and nonlinear static analysis were used during inelastic stage, the main cause of structural destruction was obtained, the influence of the infill wall on the structure was discussed.Therefore ,the results can provide valuable reference for the seismic design of infilled frame structure.
wenchuan earthquakeinfilled frame structurethe analysis of non-linear seismic responsetime history analysis
Peilei Yan、Baitao Sun、Hongfu Chen
展开 >
College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001,China
Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
NETL
NSTL
