Theoretical modeling and numerical simulation of seismic motions at seafloor

被引:80
作者
Li, Chao [1 ,2 ]
Hao, Hong [2 ]
Li, Hongnan [1 ]
Bi, Kaiming [2 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
[2] Curtin Univ Technol, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Bentley, WA 6102, Australia
基金
澳大利亚研究理事会;
关键词
Seafloor motion simulation; Seawater layer; Wave propagation theory; Transfer function; FREQUENCY RANGE; ELASTIC WAVES; AMPLIFICATION; PROPAGATION; SITE;
D O I
10.1016/j.soildyn.2015.05.016
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper proposes a modeling and simulation method of seafloor seismic motions on offshore sites, which are composed of the base rock, the porous soil layers and the seawater layer, based on the fundamental hydrodynamics equations and one-dimensional wave propagation theory. The base rock motions are assumed to consist of P- and S-waves and are modeled by the seismological model in southwest of Western Australia (SWWA). The transfer functions of the offshore site are calculated by incorporating the derived dynamic-stiffness matrix of seawater layer into the total stiffness matrix. The effect of water saturation on the P-wave velocity and Poisson's ratio of subsea soil layers are considered in the model. Both onshore and seafloor seismic motions are stochastically simulated. The comparison results show that the seafloor vertical motions are significantly suppressed near the P-wave resonant frequencies of the upper seawater layer, which makes their intensities much lower than the onshore vertical motions. The simulated seafloor motions are in compliance with the characteristics of available seafloor earthquake recordings and can be used as inputs in the seismic analyses of offshore structures. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:220 / 225
页数:6
相关论文
共 18 条
[1]  
Atkinson GM, 1998, B SEISMOL SOC AM, V88, P917
[2]  
Batchelor G.K., 1967, INTRO FLUID DYNAMICS, DOI DOI 10.1017/CBO9780511800955
[3]   Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions [J].
Bi, Kaiming ;
Hao, Hong .
PROBABILISTIC ENGINEERING MECHANICS, 2012, 29 :92-104
[6]  
Boore DM, 1999, B SEISMOL SOC AM, V89, P260
[7]  
Crouse C. B., 1991, P PAC C EARTHQ ENG N, P137
[8]   Estimation of strong seismic ground motion for engineering use in Perth Western Australia [J].
Hao, Hong ;
Gaull, Brian A. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2009, 29 (05) :909-924
[9]  
Hatayama K., 2004, P 13 WORLD C EARTHQ
[10]  
Jensen FB, 2011, MOD ACOUST SIGN PROC, P1, DOI 10.1007/978-1-4419-8678-8