汶川地震中小学砖木结构教学楼震害特征分析  

ANALYSIS ON SEISMIC DAMAGE OF MASONRY-TIMBER SCHOOL BUILDING IN WENCHUAN EARTHQUAKE

作　　者：赵统[1] 张新培[1] 田志鹏[1] 

机构地区：[1]四川大学建筑与环境学院,成都610065

出　　处：《建筑技术》2009年第9期819-821,共3页Architecture Technology

摘　　要：根据都江堰、彭州、崇州、绵竹四地中小学38幢砖木结构教学楼震害的调查资料,按教学楼所在地区峰值加速度分类,分析砖木结构教学楼的震害特征。震害统计表明,屋盖系统、独立砖柱是抗震薄弱部位。以此为基础,提出砖木结构教学楼抗震设防的建议。According to the investigation on the seismic damage of 38 masonry-timber school building in Doujiangyan, Pengzhou, Chongzhou and Mianzhu, and classified by the fortification intensity, the characters of seismic damage is analyzed, and the collusion is that the weakness of such building is the roof-system, inde- pendence column and the brick wall . Based on the characters of seismic damage, propose some suggestion the fortification of masonry-timber school building for the purpose of reference in design and construction.

关 键 词：汶川地震 砖木结构教学楼 震害特征 抗震措施 

分 类 号：TU315.9[建筑科学—结构工程] TU362