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Information Journal Paper

Title

PERFORMANCE EVALUATION OF SETBACK BUILDINGS WITH OPEN GROUND STOREY ON PLAIN AND SLOPING GROUND UNDER EARTHQUAKE LOADINGS AND MITIGATION OF FAILURE

Pages

  97-110

Abstract

 Setback structures are highly vulnerable during earthquakes due to its vertical geometrical and mass irregularity, but the vulnerability becomes higher if the structures also have STIFFNESS irregularity in elevation. The risk factor of such structure may increase, if the structure rests on sloping ground. In this paper, an attempt has been made to evaluate the seismic performance of SETBACK structures resting on plain ground as well as in the SLOPE of a hill, with SOFT STOREY configuration. The analysis has been performed in three individual methods, equivalent static force method, response spectrum method and time history method and extreme responses have been recorded for open ground storeyed SETBACK building. To mitigate this SOFT STOREY effect and the extreme responses, three individual mitigation techniques have been adopted and the best solution among these three techniques is presented.

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    Cite

    APA: Copy

    GHOSH, RAHUL, & DEBBARMA, RAMA. (2017). PERFORMANCE EVALUATION OF SETBACK BUILDINGS WITH OPEN GROUND STOREY ON PLAIN AND SLOPING GROUND UNDER EARTHQUAKE LOADINGS AND MITIGATION OF FAILURE. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 9(2), 97-110. SID. https://sid.ir/paper/319868/en

    Vancouver: Copy

    GHOSH RAHUL, DEBBARMA RAMA. PERFORMANCE EVALUATION OF SETBACK BUILDINGS WITH OPEN GROUND STOREY ON PLAIN AND SLOPING GROUND UNDER EARTHQUAKE LOADINGS AND MITIGATION OF FAILURE. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2017;9(2):97-110. Available from: https://sid.ir/paper/319868/en

    IEEE: Copy

    RAHUL GHOSH, and RAMA DEBBARMA, “PERFORMANCE EVALUATION OF SETBACK BUILDINGS WITH OPEN GROUND STOREY ON PLAIN AND SLOPING GROUND UNDER EARTHQUAKE LOADINGS AND MITIGATION OF FAILURE,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 9, no. 2, pp. 97–110, 2017, [Online]. Available: https://sid.ir/paper/319868/en

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