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多层砌体房屋抗震性能分析
引用本文:常业军,方致君,王军.多层砌体房屋抗震性能分析[J].安徽工业大学学报,2000,17(4):358-362.
作者姓名:常业军  方致君  王军
作者单位:合肥工业大学土木建筑工程学院!安徽合肥230009(常业军),华东冶金学院综合管理科!安徽马鞍山243002(方致君),合肥市第一建筑安装公司!安徽合肥230026(王军)
基金项目:国家“九五”科技攻关项目! (980801B2)
摘    要:历次地震的震害表明 ,地震造成的经济损失和人员伤亡很大程度上取决于建筑物的破坏程度 ,对建筑物的抗震性能进行分析具有重要的现实意义。根据“合肥市防震减灾信息系统”中合肥市中市区砌体房屋抗震调查资料 ,用抗震强度系数指标对该类房屋的抗震性能进行了分析。

关 键 词:多层砌体  抗震强度系数  性能分析
修稿时间:2000-02-22

Quality analysis of earthquake-proof of multi-story masonry building
CHANG Ye-jun,FANG Zhi-jun,WANG Jun.Quality analysis of earthquake-proof of multi-story masonry building[J].Journal of Anhui University of Technology,2000,17(4):358-362.
Authors:CHANG Ye-jun  FANG Zhi-jun  WANG Jun
Abstract:The economic losses and casualties which are arised by earthquakes are related to the building destroy. It is important to analysis the quality of earthquake-proof. The author has taken part in the study of Hefei City Earthquake Disaster Reduction Information System.At the basad of the investigation data of the multi-story masonry buildings in the central zone of Hefei City, the quality of earthquake-proof is done by use of earthquake-proof strength module.
Keywords:multi-story masonry buildings  earthquake-proof strength coefficient  quality analysis
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