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作者:

Gao Zhidong (Gao Zhidong.) | Zhao Xu (Zhao Xu.) | Zhao Mi (Zhao Mi.) (学者:赵密) | Du Xiuli (Du Xiuli.) (学者:杜修力) | Wang Junjie (Wang Junjie.) | Liu Pengcheng (Liu Pengcheng.)

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EI Scopus SCIE CSCD

摘要:

The direct finite element method is a type commonly used for nonlinear seismic soil-structure interaction (SSI) analysis. This method introduces a truncated boundary referred to as an artificial boundary meant to divide the soil-structure system into finite and infinite domains. An artificial boundary condition is used on a truncated boundary to achieve seismic input and simulate the wave radiation effect of infinite domain. When the soil layer is particularly thick, especially for a three-dimensional problem, the computational efficiency of seismic SSI analysis is very low due to the large size of the finite element model, which contains an whole thick soil layer. In this paper, an accurate and efficient scheme is developed to solve the nonlinear seismic SSI problem regarding thick soil layers. The process consists of nonlinear site response and SSI analysis. The nonlinear site response analysis is still performed for the whole thick soil layer. The artificial boundary at the bottom of the SSI analysis model is subsequently relocated upward from the bottom of the soil layer (bedrock surface) to the location nearest to the structure as possible. Finally, three types of typical sites and underground structures are adopted with seismic SSI analysis to evaluate the accuracy and efficiency of the proposed efficient analysis scheme.

关键词:

soil-structure interaction efficient analysis absorbing boundary thick soil layer

作者机构:

  • [ 1 ] [Gao Zhidong]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Zhao Xu]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Zhao Mi]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Du Xiuli]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Liu Pengcheng]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 6 ] [Wang Junjie]Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China

通讯作者信息:

  • 赵密

    [Zhao Mi]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

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来源 :

EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION

ISSN: 1671-3664

年份: 2021

期: 3

卷: 20

页码: 553-565

2 . 8 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:87

JCR分区:3

被引次数:

WoS核心集被引频次: 7

SCOPUS被引频次: 7

ESI高被引论文在榜: 0 展开所有

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