节点文献

6.4级地震对多层砌体结构的震害特征分析

The Analysis on the Seismic Disaster of Multi-story Masonry Structure in 6.4 Earthquake

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 雷四军

【Author】 LEI Si-jun(Yun Nan Arts University,Kunming 650500,P.R.China)

【机构】 云南艺术学院

【摘要】 通过对在普洱6.4级地震中遭到破坏的砖混结构(普洱茶厂办公、宿舍综合楼)的破坏特征的分析,用PKPM对此结构进行了全真模拟,进行了抗震验算,并将计算结果与实际震害照片进行对比,提出了若干砖混结构的抗震概念设计建议。

【Abstract】 Based on the mechanical concept of the space structure,an elastic-plastic time history analysis model was formed through the earthquake hazard analysis of masonry structures.Based on analysis of the brick and concrete construction building damage caused by Pu’er Ms 6.4 earthquake on June 3,2007,the damage characteristics are classified into different categories.By PKPM,analysis model was formed and the cause of damage is analyzed.Its earthquake response is also analyzed.At last the calculating result and the actual picture will be carried on the contrast,and several valuable proposals about seismic concept design are put forward.

  • 【文献出处】 科学技术与工程 ,Science Technology and Engineering , 编辑部邮箱 ,2012年05期
  • 【分类号】TU364;TU352.11
  • 【被引频次】4
  • 【下载频次】40
节点文献中: 

本文链接的文献网络图示:

本文的引文网络