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.
出处
《建筑技术》
北大核心
2009年第9期819-821,共3页
Architecture Technology
关键词
汶川地震
砖木结构教学楼
震害特征
抗震措施
Wenchuan earthquake
masonry-timber school building
characters of seismic damage
fortifi- cation measures
