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Cites:

Information Journal Paper

Title

A STUDY OF ELASTIC BUCKLING OF MASONRY COLUMNS

Pages

  539-548

Abstract

 In this paper, the behavior of masonry columns under working load has been studied. The effect of cracking on compression area of column or variation of moment of inertia of column along its height has been considered. The analytical solution for the CRITICAL LOAD and deflection of the column is presented. A numerical example is presented to illustrate the method. The proposed approach has provided more realistic behavior of the masonry columns and proved to give an optimized CRITICAL LOAD. The implications of the proposed study on the Indian code have also been presented.

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    Cite

    APA: Copy

    BHANDARI, P.K., BENIPAL, G.S., & AHMED, M.. (2008). A STUDY OF ELASTIC BUCKLING OF MASONRY COLUMNS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 9(5), 539-548. SID. https://sid.ir/paper/298792/en

    Vancouver: Copy

    BHANDARI P.K., BENIPAL G.S., AHMED M.. A STUDY OF ELASTIC BUCKLING OF MASONRY COLUMNS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2008;9(5):539-548. Available from: https://sid.ir/paper/298792/en

    IEEE: Copy

    P.K. BHANDARI, G.S. BENIPAL, and M. AHMED, “A STUDY OF ELASTIC BUCKLING OF MASONRY COLUMNS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 9, no. 5, pp. 539–548, 2008, [Online]. Available: https://sid.ir/paper/298792/en

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