Influence of Near-Fault Ground Motions with Fling-Step and Forward-Directivity Characteristics on Seismic Response of Base-Isolated Buildings

The behavior of base-isolated buildings under near-fault (NF) ground motions with fling-step and forward-directivity characteristics is investigated using three-dimensional nonlinear finite element models. Nonlinear response history analysis (NLRHA) is also carried out after removing the dominant pu...

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Published inJournal of earthquake engineering : JEE Vol. 25; no. 3; pp. 455 - 474
Main Authors Bhagat, Satish, Wijeyewickrema, Anil C., Subedi, Naresh
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 23.02.2021
Taylor & Francis Ltd
Subjects
Artificial Pulses
Base-Isolated Buildings
Buildings
Directivity
Finite element method
Fling-Step
Forward-Directivity
Ground motion
Mathematical models
Near-Fault Ground Motions
Nonlinear analysis
Nonlinear response
Pulse Period
Seismic isolation
Seismic response
Shear walls
Superstructures
Three dimensional models
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Abstract The behavior of base-isolated buildings under near-fault (NF) ground motions with fling-step and forward-directivity characteristics is investigated using three-dimensional nonlinear finite element models. Nonlinear response history analysis (NLRHA) is also carried out after removing the dominant pulse from the NF ground motion records. The results obtained for 10-story base-isolated buildings with and without shear walls, indicate that NF ground motions with fling-step and forward-directivity characteristics produce large inter-story drift ratios and floor accelerations, compared to the case when the dominant pulse is removed. Additional NLRHA carried out using artificial pulses shows that the isolator and superstructure responses are larger for pulses with fling-step characteristics, compared to pulses with forward-directivity characteristics.
AbstractList The behavior of base-isolated buildings under near-fault (NF) ground motions with fling-step and forward-directivity characteristics is investigated using three-dimensional nonlinear finite element models. Nonlinear response history analysis (NLRHA) is also carried out after removing the dominant pulse from the NF ground motion records. The results obtained for 10-story base-isolated buildings with and without shear walls, indicate that NF ground motions with fling-step and forward-directivity characteristics produce large inter-story drift ratios and floor accelerations, compared to the case when the dominant pulse is removed. Additional NLRHA carried out using artificial pulses shows that the isolator and superstructure responses are larger for pulses with fling-step characteristics, compared to pulses with forward-directivity characteristics.
Author Subedi, Naresh
Wijeyewickrema, Anil C.
Bhagat, Satish
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  orcidid: 0000-0002-7866-4187
  surname: Subedi
  fullname: Subedi, Naresh
  organization: Tokyo Institute of Technology
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Snippet The behavior of base-isolated buildings under near-fault (NF) ground motions with fling-step and forward-directivity characteristics is investigated using...
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SubjectTerms Artificial Pulses
Base-Isolated Buildings
Buildings
Directivity
Finite element method
Fling-Step
Forward-Directivity
Ground motion
Mathematical models
Near-Fault Ground Motions
Nonlinear analysis
Nonlinear response
Pulse Period
Seismic isolation
Seismic response
Shear walls
Superstructures
Three dimensional models
Title Influence of Near-Fault Ground Motions with Fling-Step and Forward-Directivity Characteristics on Seismic Response of Base-Isolated Buildings
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