期刊文献+

汶川地震中小学砖混结构教学楼震害特征分析 被引量:10

Analysis of earthquake damage to masonry school buildings in Wenchuan earthquake
下载PDF
导出
摘要 根据都江堰、彭州、崇州、绵竹四地中小学72幢砖混结构教学楼震害调查资料,按教学楼所在地区峰值加速度分类,分析了砖混结构教学楼的震害特征。震害统计数据表明带壁砖柱是此类结构的抗震薄弱环节。以此为基础,提出了砖混结构教学楼抗震设防的若干建议,可供此类结构教学楼设计和施工参考。 According to the investigation on the earthquake damage to 72 masonry school buildings in Doujianya, Pengzhou, Chungzhou, and Mianzhu, and the data of the earthquake damage are classified by the fortification in- tensity, the characteristics of the earthquake damage are analyzed, and the weakness of such building is the brick column associated with the wall . Based on the characteristics of the earthquake damage, some suggestions of seis- mic fortification of masonry school buildings are proposed for reference of seismic design and construction.
出处 《世界地震工程》 CSCD 北大核心 2009年第3期150-158,共9页 World Earthquake Engineering
关键词 汶川地震 砖混教学楼 震害特征 抗震措施 Wenchuan earthquake masonry school building characteristics of earthquake damage fortification measures
  • 相关文献

参考文献4

  • 1.GB50011-2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2001..
  • 2GBJ11-89,建筑抗震设计规范[S].北京:中国建筑工业出版社,1989.
  • 3GB50003-2001砌体结构设计规范[S].北京:中国建筑工业出版社,2001.
  • 4GBJ3-88,砌体结构设计规范[s].北京:中国建筑工业出版社,1988.

共引文献439

同被引文献58

引证文献10

二级引证文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部