底层大开间框剪组合墙房屋:Ⅱ纵向框墙梁抗震受力分析  

Composite Masonry Building Supported on Frame and Shear Wall with Large Spacing at First Story:ⅡAnalysis of Seismic Bearing State

作　　者：张志明[1] 解明雨[1] 邬瑞锋[1] 奚肖凤[1] 张前国[2] 李庆刚[2] 薛宏伟[2] 

机构地区：[1]大连理工大学,116023 [2]辽宁省建筑设计研究院,沈阳110005

出　　处：《建筑结构》1999年第11期16-19,共4页Building Structure

基　　金：国家自然科学基金!(59678033)

摘　　要：通过对底层大开间组合墙房屋在静载和水平地震作用下的空间整体分析，研究了纵向框墙梁的受力状态，进而提出了一种纵托梁的简化计算方法。Under static and horizontal earthquake action, a space structure analysis is made to the composite mason- ry wall building supported on frame-shear wall structure with large spacing at first story, and the bearing state of longitudinal supporting beam is analyzed, then a simplified design method for longitudinal sup- porting beam is suggested.

关 键 词：底层大开间 组合墙结构 纵托梁 底层框剪 抗震 

分 类 号：TU398.901[建筑科学—结构工程] TU311.3