An efficient analysis of continuum shear wall models

Author:

Ha Kinh H,Tan TMH

Abstract

This paper formulates the stiffness matrix and a procedure for the analysis of a general class of coupled shear walls subjected to arbitrary loading and boundary conditions. The computed solutions for both deflections and stresses are exact in the sense that they satisfy the governing differential equation of the continuum shear theory, as well as all boundary conditions and inter-element compatibility. Explicit expressions are given for the formulation of the stiffness matrix and of the fixed-end forces for common loading conditions. The theory is also applicable to shear walls having variable stiffnesses and multiple bands of opening.Key words: coupled shear walls, stiffness matrix, finite element, structural analysis, structural design.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Lateral Displacement in Walls with Openings: Importance of Floor System Stiffness;Practice Periodical on Structural Design and Construction;2020-02

2. Approximations of elastic lateral displacement profiles for walls with openings;Structures;2018-02

3. Analysis of shear wall structures of variable cross section;The Structural Design of Tall and Special Buildings;2010-03-08

4. An approximate method for static and dynamic analyses of multi-bay coupled shear walls;The Structural Design of Tall and Special Buildings;2009-02

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