关于底部两层框架抗震墙砖房设计启示  

Revelation from Seismic Design of a Bottom Two-layer Framed Brick Building

作　　者：刘枫[1] 

机构地区：[1]皖北煤电集团公司钱营孜煤矿,安徽宿州234000

出　　处：《安徽建筑》2008年第2期113-114,共2页Anhui Architecture

摘　　要：文章通过某工程实例,主要围绕改善底层矮钢筋混凝土墙的抗震性能,增强过渡楼层和这类房屋的整体抗震能力,并通过模型试验研究分析该工程的设防要求。Earthquake-resistance performance of the bottom RC wall is typically improved in order to enhance the integral seismic behavior of the transitive layer and of the bottom two-layer framed brick building. The article analyzes its earthquake fortification with the help of model test and study.

关 键 词：底部两层框架 钢筋混凝土墙 过渡层 

分 类 号：TU375.4[建筑科学—结构工程]