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University of Tehran and Research Director and Lecturer, Ecole Nationale des Ponts et Chaussees
Abstract
In this paper, an advanced formulation of time-domain two-dimensional Boundary Element Method (BEM) for linear elastodynamics is used to carry out site response analysis of topographic structures subjected to incident P-, SV-, and Rayleigh waves. A modified set of well behaved full space two-dimensional elastodynamic convoluted kernels is presented and employed, that has a higher degree of accuracy than those presented by the previous researchers. Numerical results are presented, including cases of half-plane, canyon and ridge sections, subjected to the different body and surface waves.
Kamalian,M , Gatmiri,B and Sohrabi Bidar,A . (2003). On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM. Journal of Seismology and Earthquake Engineering, 5(2), 35-45.
MLA
Kamalian,M , , Gatmiri,B , and Sohrabi Bidar,A . "On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM", Journal of Seismology and Earthquake Engineering, 5, 2, 2003, 35-45.
HARVARD
Kamalian M, Gatmiri B, Sohrabi Bidar A. (2003). 'On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM', Journal of Seismology and Earthquake Engineering, 5(2), pp. 35-45.
CHICAGO
M Kamalian, B Gatmiri and A Sohrabi Bidar, "On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM," Journal of Seismology and Earthquake Engineering, 5 2 (2003): 35-45,
VANCOUVER
Kamalian M, Gatmiri B, Sohrabi Bidar A. On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM. J Seismol Earthq Eng. 2003;5(2):35-45.
