Academic Journal

Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method.

Bibliographic Details
Title: Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method.
Authors: Liu, Yunlong, Chen, Denghong, Pan, Ziyue, Hu, Haowen, Liu, Yunhui
Source: Journal of Earthquake Engineering; Nov2024, Vol. 28 Issue 15, p4209-4240, 32p
Subject Terms: Boundary element methods, Finite element method, Subroutines (Computer programs), Gravity dams, Nonlinear analysis, Arch dams, Concrete dams
Abstract: The scaled boundary finite element method (SBFEM) is implemented in ABAQUS through the user subroutine interface. The accuracy of the proposed method and computer program are verified by using two benchmark examples. With the coupled SBFEM and standard finite element method (FEM), the dynamic interaction model of concrete dam – reservoir – foundation considering the geometrical nonlinearity of transverse joints is established using the viscous-spring absorbing boundary conditions. The overlaying element technique is applied to define the contact interface of transverse joints. The dynamic characteristics and linear seismic response of the Koyna gravity dam have been analyzed using polyhedral elements. Finally, nonlinear seismic analysis of the NG5 arch dam has been conducted. The calculated results are in good agreement with those of ABAQUS built-in elements. Moreover, numerical examples demonstrate that proposed method has high computational accuracy and can be applied to the dynamic analysis of complex engineering structures. [ABSTRACT FROM AUTHOR]
Copyright of Journal of Earthquake Engineering is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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  Label: Title
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  Data: Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method.
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  Group: Au
  Data: <searchLink fieldCode="AR" term="%22Liu%2C+Yunlong%22">Liu, Yunlong</searchLink><br /><searchLink fieldCode="AR" term="%22Chen%2C+Denghong%22">Chen, Denghong</searchLink><br /><searchLink fieldCode="AR" term="%22Pan%2C+Ziyue%22">Pan, Ziyue</searchLink><br /><searchLink fieldCode="AR" term="%22Hu%2C+Haowen%22">Hu, Haowen</searchLink><br /><searchLink fieldCode="AR" term="%22Liu%2C+Yunhui%22">Liu, Yunhui</searchLink>
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  Label: Source
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  Data: Journal of Earthquake Engineering; Nov2024, Vol. 28 Issue 15, p4209-4240, 32p
– Name: Subject
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  Data: <searchLink fieldCode="DE" term="%22Boundary+element+methods%22">Boundary element methods</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink><br /><searchLink fieldCode="DE" term="%22Subroutines+%28Computer+programs%29%22">Subroutines (Computer programs)</searchLink><br /><searchLink fieldCode="DE" term="%22Gravity+dams%22">Gravity dams</searchLink><br /><searchLink fieldCode="DE" term="%22Nonlinear+analysis%22">Nonlinear analysis</searchLink><br /><searchLink fieldCode="DE" term="%22Arch+dams%22">Arch dams</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+dams%22">Concrete dams</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: The scaled boundary finite element method (SBFEM) is implemented in ABAQUS through the user subroutine interface. The accuracy of the proposed method and computer program are verified by using two benchmark examples. With the coupled SBFEM and standard finite element method (FEM), the dynamic interaction model of concrete dam – reservoir – foundation considering the geometrical nonlinearity of transverse joints is established using the viscous-spring absorbing boundary conditions. The overlaying element technique is applied to define the contact interface of transverse joints. The dynamic characteristics and linear seismic response of the Koyna gravity dam have been analyzed using polyhedral elements. Finally, nonlinear seismic analysis of the NG5 arch dam has been conducted. The calculated results are in good agreement with those of ABAQUS built-in elements. Moreover, numerical examples demonstrate that proposed method has high computational accuracy and can be applied to the dynamic analysis of complex engineering structures. [ABSTRACT FROM AUTHOR]
– Name: Abstract
  Label:
  Group: Ab
  Data: <i>Copyright of Journal of Earthquake Engineering is the property of Taylor & Francis Ltd and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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RecordInfo BibRecord:
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      – Type: doi
        Value: 10.1080/13632469.2024.2383778
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 32
        StartPage: 4209
    Subjects:
      – SubjectFull: Boundary element methods
        Type: general
      – SubjectFull: Finite element method
        Type: general
      – SubjectFull: Subroutines (Computer programs)
        Type: general
      – SubjectFull: Gravity dams
        Type: general
      – SubjectFull: Nonlinear analysis
        Type: general
      – SubjectFull: Arch dams
        Type: general
      – SubjectFull: Concrete dams
        Type: general
    Titles:
      – TitleFull: Nonlinear Seismic Analysis of Concrete Dams Using ABAQUS-Based Scaled Boundary Finite Element Method.
        Type: main
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            NameFull: Liu, Yunlong
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            NameFull: Chen, Denghong
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            NameFull: Pan, Ziyue
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            NameFull: Hu, Haowen
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            NameFull: Liu, Yunhui
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            – D: 15
              M: 11
              Text: Nov2024
              Type: published
              Y: 2024
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              Value: 28
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