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Information Journal Paper

Title

TRANSIENT SITE RESPONSE ANALYSIS OF NONHOMOGENEOUS TWO-DIMENSIONAL TOPOGRAPHIC FEATURES USING BEM

Pages

  51-68

Abstract

 This paper presents the complete algorithm of site response analysis of NONHOMOGENEOUS topographic structures using transient two-dimensional BOUNDARY ELEMENT METHOD (BEM). Seismic behavior of various topographic features including canyon, half plane, sedimentary filled valley and ridge sections, subjected to incident SV and P waves are analysed. The analysis shows the efficiency of the proposed algorithm and its advantage over common transformed domains methods in forming a basis for extension to non-linear behavior.

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    APA: Copy

    KAMALIAN, M., & SOHRABI BIDAR, A.. (2005). TRANSIENT SITE RESPONSE ANALYSIS OF NONHOMOGENEOUS TWO-DIMENSIONAL TOPOGRAPHIC FEATURES USING BEM. ESTEGHLAL, 24(2), 51-68. SID. https://sid.ir/paper/6073/en

    Vancouver: Copy

    KAMALIAN M., SOHRABI BIDAR A.. TRANSIENT SITE RESPONSE ANALYSIS OF NONHOMOGENEOUS TWO-DIMENSIONAL TOPOGRAPHIC FEATURES USING BEM. ESTEGHLAL[Internet]. 2005;24(2):51-68. Available from: https://sid.ir/paper/6073/en

    IEEE: Copy

    M. KAMALIAN, and A. SOHRABI BIDAR, “TRANSIENT SITE RESPONSE ANALYSIS OF NONHOMOGENEOUS TWO-DIMENSIONAL TOPOGRAPHIC FEATURES USING BEM,” ESTEGHLAL, vol. 24, no. 2, pp. 51–68, 2005, [Online]. Available: https://sid.ir/paper/6073/en

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