| 6.4级地震对多层砌体结构的震害特征分析 |
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| 引用本文： | 雷四军.6.4级地震对多层砌体结构的震害特征分析[J].科学技术与工程,2012,12(5):1188-1190,1194. |
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| 作者姓名： | 雷四军 |
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| 作者单位： | 云南艺术学院,昆明,650500 |
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| 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.
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| 关 键 词： | 普洱6.4级地震 震害分析 砖混结构 |
The Analysis on the Seismic Disaster of Multi-story Masonry Structure in 6.4 Earthquake |
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| LEI Si-jun.The Analysis on the Seismic Disaster of Multi-story Masonry Structure in 6.4 Earthquake[J].Science Technology and Engineering,2012,12(5):1188-1190,1194. |
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| Authors: | LEI Si-jun |
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| Institution: | LEI Si-jun(Yun Nan Arts University,Kunming 650500,P.R.China) |
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| 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. |
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| Keywords: | Pu’er Ms 6 4 earthquake earthquake damage analysis brick and concrete construction |
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