STATIC AND DYNAMIC ANALYSIS OF COMPOSITE SHEAR WALLS BY THE BOUNDARY ELEMENT METHOD

被引：10

作者：

KATSIKADELIS, JT

KOKKINOS, FT

机构：

[1] Institute of Structural Analysis, National Technical University, 42 Patission Str., Athens, GR-10682, Greece

来源：

ACTA MECHANICA | 1987年 / 68卷 / 3-4期

关键词：

STRUCTURAL DESIGN - Loads - STRUCTURAL PANELS - Buckling;

D O I：

10.1007/BF01190886

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A boundary element solution for the static and dynamic analysis of composite shear walls is developed. The composite shear wall consists of a matrix material surrounding a finite number of inclusions (in-fill walls) with different elastic constants firmly bonded to it. The problem is formulated in terms of the displacement components and all kinds of boundary conditions are encountered. Several numerical examples are worked out to demonstrate and attest the efficiency of the method.

引用

页码：231 / 250

页数：20

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