2
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., & 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
Mohsen Kamalian; Behrouz Gatmiri; Abdollah 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.
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.
VANCOUVER
Kamalian, M., Gatmiri, B., Sohrabi Bidar, A. On Time-Domain Two-Dimensional Site Response Analysis of Topographic Structures by BEM. Journal of Seismology and Earthquake Engineering, 2003; 5(2): 35-45.
)