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,independence column and the brick wall.Based on the characters of seismic damage,propose some suggestion for the fortification of masonry-timber school building for the purpose of reference in design and construction.
引文
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[3]GB50005-2003.木结构设计规范[S].北京:中国建筑工业出版社,2003.
[4]GBJ5-1988.木结构设计规范[S].北京:中国建筑工业出版社,1988.