This paper presents the complete algorithm of site response analysis of nonhomogeneous topographic structures using transient two-dimensional boundary element method (BEM). Seismic behaviour 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 behaviour.
M. Kamalian and A. Sohrabi Bidar, (2022). Transient Site Response Analysis of Nonhomogeneous Two-dimensional Topographic Features Using BEM. Journal of Advanced Materials in Engineering (Esteghlal), 24(2), 51-68.
MLA
M. Kamalian and A. Sohrabi Bidar. "Transient Site Response Analysis of Nonhomogeneous Two-dimensional Topographic Features Using BEM", Journal of Advanced Materials in Engineering (Esteghlal), 24, 2, 2022, 51-68.
HARVARD
M. Kamalian and A. Sohrabi Bidar, (2022). 'Transient Site Response Analysis of Nonhomogeneous Two-dimensional Topographic Features Using BEM', Journal of Advanced Materials in Engineering (Esteghlal), 24(2), pp. 51-68.
VANCOUVER
M. Kamalian and A. Sohrabi Bidar, Transient Site Response Analysis of Nonhomogeneous Two-dimensional Topographic Features Using BEM. Journal of Advanced Materials in Engineering (Esteghlal), 2022; 24(2): 51-68.
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