Utilisation of system reserves in the structural analysis of shear walls

被引：0
|
作者：
Jaeger, Wolfram [1 ]
机构：
[1] Tech Univ Dresden, Fak Architektur Lehrstuhl Tragwerksplanung, D-01062 Dresden, Germany
来源：
MAUERWERK | 2011年 / 15卷 / 02期
关键词：
D O I：
10.1002/dama.201100493
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This report shows several options for the mobilization of structure-reliving resources on the side of structural analysis of shear walls. This is based on a frame model [1], which is modified by different approaches. Thus, a shear wall, which gets too high bending moments from the structural analysis on the classical cantilever beam with horizontal wind loads, can be pushed closer to the real state.
引用
收藏
页码：69 / 76
页数：8
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