摘要
本文就多层内框架砖房在水平地震作用下抗震横墙间距、外壁柱和内框架柱的计算模型 ,与有关抗震承载力计算等问题进行了分析 。
This paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect. The problems of the distance of asemic cross wall, the caculation model of outer wall-colum and interal frame, some asemic load bearing capacity. The author's view is also presented.
出处
《低温建筑技术》
北大核心
2000年第4期27-28,共2页
Low Temperature Architecture Technology
关键词
抗震设计
内框架砖房
水平地震作用
Asemic design
Brick masonry building with interal frame
Horizontal
earthquake effect
