底部框架抗震墙砖房结构选型与抗震设计中的若干问题  

Some Problems for Structural Type Choice and Aseismic Design of Brick Masonry Building with Frame-wall at the Bottom

作　　者：常业军[1] 张富有[1] 程文瀼[1] 柳炳康[2] 

机构地区：[1]东南大学土木工程学院,南京210096 [2]合肥工业大学土木建筑工程学院,230009

出　　处：《建筑结构》2003年第4期14-16,共3页Building Structure

摘　　要：基于底部框架抗震墙砖房结构易损性分析 ,并结合历次的震害资料及设计实践 ,就其结构选型与抗震设计中建筑体型、结构空间刚度及改善框架柱和上部砖房抗震性能等问题进行了研究。Based on the vulnerability analysis of brick masonry building with frame shear wall at the bottom and combined with past earthquake disaster data and design experience,some problems about structural type choice and seismic design are studied,which include architectural type,structural spatial stiffness,improving seismic properties of frame column and upper brick masonry.It could provide reference for designers.

关 键 词：砖房结构 抗震设计 框架 柱 结构选型 建筑体型 结构空间 

分 类 号：TU362[建筑科学—结构工程] TU352.11