Three-dimensional association of bending moment and shear force deformable panels

被引：3

作者：

Mancini, E ^{[1
]}

Savassi, W ^{[1
]}

机构：

[1] USP, Sao Carlos Sch Engn, Dept Struct Engn, BR-13566590 Sao Carlos, SP, Brazil

来源：

STRUCTURAL DESIGN OF TALL BUILDINGS | 2001年 / 10卷 / 01期

关键词：

D O I：

10.1002/tal.166

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In a previous paper, by using the continuous medium technique, the present authors showed that every plane panel, used to brace tall building structures acted upon by horizontal forces, is approximately equivalent Lo another panel composed of a shear wall joined to a two-column frame by pinned horizontal bars. In this paper, the three-dimensional association of such panels is considered. A simple example structure shows the advantage of the formulation, wherein very few parameters are needed to describe the whole structural behavior. Copyright (C) 2001 John Wiley & Sons, Ltd.

引用

页码：27 / 42

页数：16