Coupled Shear Walls with Step-Changes in Thickness
Author:
Affiliation:
Fund Project:
摘要
|
图/表
|
访问统计
|
参考文献
|
相似文献
|
引证文献
|
资源附件
摘要:
Abstract:
The distribution of bending moments in coupled shear walls with or without step-changes in thickness due to lateral loads is proved to be invariant. The deflection curve is is obtained directly by numerical integration instead of Hetenyi's method of initi