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Near shore seismic movements induced by seaquakes using the boundary element method
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作者 Alejandro Rodríguez-Castellanos Manuel Carbajal-Romero +2 位作者 norberto flores-guzmán J.Efraín Rodríguez-Sánchez Andriy Kryvko 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2017年第3期571-585,共15页
This study quantifies seismic amplifications in near-shore arising from seaquakes. Within the Boundary Element Method, boundary elements are used to irradiate waves and force densities obtained for each element. Huyg... This study quantifies seismic amplifications in near-shore arising from seaquakes. Within the Boundary Element Method, boundary elements are used to irradiate waves and force densities obtained for each element. Huygens′ Principle is implemented since the diffracted waves are constructed at the boundary from which they are radiated, which is equivalent to Somigliana′s theorem. Application of boundary conditions leads to a system of integral equations of the Fredholm type of second kind and zero order. Several numerical configurations are analyzed: The first is used to verify the present formulation with ideal sea floor configurations to estimate seismic amplifications. With the formulation verified, simple slope configurations are studied to estimate spectra of seismic motions. It is found that P-waves can produce seismic amplifications from 1.2 to 3.9 times the amplitude of the incident wave. SV-waves can generate seismic amplifications up to 4.5 times the incident wave. Another relevant finding is that the highest amplifications are at the shore compared to the ones at the sea floor. 展开更多
关键词 seismic amplifications seaquake EARTHQUAKE elastic waves boundary element method near shore cities
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