Story Stability of a Structure- A Literature Review

Author:

Sohail Mohammad Abdul Sai,Joshi Sreenivasa Prasad

Abstract

Abstract Column is a slender beam, which carries load. Failure pattern of a column varies with different parameters such as buckling, compression, shear and tension. The initial imperfections in a column increases deflection and reduction in load carrying capacity. To accomplish stability, the key engineering elements such as connection and rigidity governs the effective length and width of the members. The researchers, covering the key engineering elements with different loading patterns, established numerous comprehensive studies. Further, advancement in the research were carried out to determine lateral stiffness, inter-story displacement and deflected beam shape under various loading patterns. The present study focuses on various literatures on effective length and governing factors, which determine the stability of the structure.

Publisher

IOP Publishing

Subject

General Medicine

Reference22 articles.

1. Effective length of framed columns;Kavanagh;Trans. Am. Soc. Civ. Eng.,1962

2. K-factor paradox;Cheong-Siat-Moy;J. Struct. Eng.,1986

3. K-factor for columns in any type of construction: nonparadoxical approach;Aristizabal-Ochoa;J. Struct. Eng.,1994

4. Slenderness K factor for leaning columns;Aristizabal-Ochoa;J. Struct. Eng.,1994

5. An improved K-factor formula;Cheong-Siat-Moy;J. Struct. Eng.,1999

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