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Author:

Ba, Z. (Ba, Z..) | Zhang, E. (Zhang, E..) | Liang, J. (Liang, J..) | Rong, M. (Rong, M..)

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Scopus

Abstract:

In order to analyze the significant influence of lateral inhomogeneity of site on horizontal-to-vertical spectral ratio (HVSR) curves, the diffuse field approach proposed by Sánchez-Sesmaet alwas adopted to simulate the HVSR curves of 2-D sediment topography by calculating the imaginary part of Green's functions of total wave field. The imaginary part of Green's functions was solved by the dynamic stiffness matrix and in-plane inclined Green's functions based on the indirect boundary element method (IBEM). The HVSR curves of 2-D sediment topographies and corresponding 1-D layered half-space were compared, the influences of sediment topography shapes and the relative position of calculation points on the HVSR curve were discussed in detail. The results show that the effect of impedance ratio between inside and outside materials of sediment topography on HVSR is the most significant; With the increase of the impedance ratio and the slopes of the interface on the sediment side, the frequencies of the first peak of HVSR curves increase significantly, which can be up to 3.3 times of the corresponding layered half-space results, simultaneously, platform emerges on HVSR curves; Amplitudes of HVSR curves in high frequency band increase with the decrease of distances from the calculation points to the sediment boundary. According to the results obtained in this study, the HVSR method can be used to preliminarily determine the place where local sediment topography exists. From this aspect, the cost of regional geophysical investigation can be reduced visibly via HVSR method. Copyright ©2021 ACTA SEISMOLOGICA SINICA. All rights reserved.

Keyword:

Dynamic Green's function Indirect boundary element method Local topography effect Horizontal-to-vertical spectral ratio (HVSR) method Diffuse field approach

Author Community:

  • [ 1 ] [Ba Z.]Department of Civil Engineering, Tianjin University, Tianjin, 300072, China
  • [ 2 ] [Ba Z.]Key Laboratory of coastal structures in civil engineering and safety of Ministry of Education, Tianjin, 300072, China
  • [ 3 ] [Zhang E.]Department of Civil Engineering, Tianjin University, Tianjin, 300072, China
  • [ 4 ] [Liang J.]Department of Civil Engineering, Tianjin University, Tianjin, 300072, China
  • [ 5 ] [Liang J.]Key Laboratory of coastal structures in civil engineering and safety of Ministry of Education, Tianjin, 300072, China
  • [ 6 ] [Rong M.]Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Acta Seismologica Sinica

ISSN: 0253-3782

Year: 2021

Issue: 6

Volume: 43

Page: 753-767

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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