An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls


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BOZDOGAN K. B. , ÖZTÜRK D.

SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, vol.35, no.3, pp.241-253, 2010 (Journal Indexed in SCI) identifier identifier

  • Publication Type: Article / Article
  • Volume: 35 Issue: 3
  • Publication Date: 2010
  • Doi Number: 10.1007/s12046-010-0008-y
  • Title of Journal : SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES
  • Page Numbers: pp.241-253

Abstract

This study presents an approximate method based on the continuum approach and transfer matrix method for lateral stability analysis of buildings. In this method, the whole structure is idealized as an equivalent sandwich beam which includes all deformations. The effect of shear deformations of walls has been taken into consideration and incorporated in the formulation of the governing equations. Initially the stability differential equation of this equivalent sandwich beam is presented, and then shape functions for each storey is obtained by the solution of the differential equations. By using boundary conditions and stability storey transfer matrices obtained by shape functions, system buckling load can be calculated. To verify the presented method, four numerical examples have been solved. The results of the samples demonstrate the agreement between the presented method and the other methods given in the literature.