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作者:

Zhang, Guoliang (Zhang, Guoliang.) | Wang, Piguang (Wang, Piguang.) (学者:王丕光) | Zhao, Mi (Zhao, Mi.) (学者:赵密) | Du, Xiuli (Du, Xiuli.) (学者:杜修力) | Zhao, Xu (Zhao, Xu.)

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摘要:

In this study, a transient seismic structure-water-sediment-rock (SWSR) interaction model is proposed to evaluate seismic response of marine structure in ocean space under obliquely incident earthquake, in which the dynamic interaction between structure and its surrounding media, and wave radiation effect of truncated semi-infinite far field domain are fully considered. One particular advantage of the model is that the sediment layer in ocean space is more realistically modelled as fluid-saturated poroelastic medium. Three main procedures are included in establishing the model: first, a finite element equation of near field domain is established to model multi-media interaction; then a viscous-spring absorbing boundary condition is used to simulate wave radiation effect of truncated far field domain; and in the last, equivalent earthquake loading is obtained from seismic free field response. The model can be solved by a standard time integration algorithm such as implicit Newmark's method. The validity of the numerical framework to establish the SWSR interaction model is demonstrated by analyzing three degenerated models and comparing with reference solutions. The seismic SWSR interaction model is finally applied to assess seismic response of an immersed tunnel, with emphasis on the effects of sediment properties here including thickness, porosity and permeability, and the seismic wave incident angle on structural dynamic responses. © 2020 Elsevier Ltd

关键词:

Radiation effects Sediments Offshore structures Structural dynamics Tunnels Earthquakes Seismic response

作者机构:

  • [ 1 ] [Zhang, Guoliang]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Piguang]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Zhao, Mi]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Du, Xiuli]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Zhao, Xu]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 赵密

    [zhao, mi]key laboratory of urban security and disaster engineering of ministry of education, beijing university of technology, beijing; 100124, china

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来源 :

Tunnelling and Underground Space Technology

ISSN: 0886-7798

年份: 2021

卷: 109

6 . 9 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:87

JCR分区:1

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 46

ESI高被引论文在榜: 0 展开所有

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