Analysis and design of steel plate walls: analytical model

被引：10
|
作者：
Kharrazi, Mehdi H. K. [1 ]
Ventura, Carlos E. [2 ]
Prion, Helmut G. L. [2 ]
机构：
[1] IntecSea, Houston, TX 77094 USA
[2] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 2011年 / 38卷 / 01期
关键词：
analytical model; steel plate shear wall; modified plate-frame interaction; design methodology; NONLINEAR DYNAMIC ANALYSIS; SHEAR WALLS; HYSTERETIC CHARACTERISTICS; PANELS;
D O I：
10.1139/L10-093
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A simple rational model is developed in this paper to determine the structural behavior of steel plate wall (SPW) systems, and is referred to as the Modified Plate-Frame Interaction (M-PFI) model. The model considers bending and shear behavior, and the interaction of the two, for the SPW system. It is a modification of the Plate-Frame Interaction (PFI) model that only considers the shear response of the SPW system. The proposed M-PFI model can determine force and displacement values that correspond to the pre- and post-critical buckling state, the yield state, and the ultimate capacity of individual panels. In the end, design requirements for the beams and columns ( also known as horizontal and vertical boundary elements) of the SPW are derived using the underlying theory of the M-PFI model.
引用
收藏
页码：49 / 59
页数：11
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