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Evaluation of Spectrum Compatible Bidirectional Seismic Input

 Evaluation of Spectrum Compatible Bidirectional Seismic Input
Author(s): ,
Presented at IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022, published in , pp. 654-661
DOI: 10.2749/prague.2022.0654
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We investigate 4 methodologies to generate sets of horizontal ground motion components compatible with a target RotD100 spectrum, including amplitude-scaling and different spectral- matching approa...
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Bibliographic Details

Author(s): (University of Puerto Rico at Mayaguez, Mayaguez, PR)
(University of Puerto Rico at Mayaguez, Mayaguez, PR)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022
Published in:
Page(s): 654-661 Total no. of pages: 8
Page(s): 654-661
Total no. of pages: 8
DOI: 10.2749/prague.2022.0654
Abstract:

We investigate 4 methodologies to generate sets of horizontal ground motion components compatible with a target RotD100 spectrum, including amplitude-scaling and different spectral- matching approaches. The sets generated are used as seismic input to bidirectional inelastic time history analyses of circular cross-section reinforced concrete single column piers. It is shown that the traditional approach of separately matching each horizontal component to the target RotD100 generate peak inelastic and total strain energy demands that are substantially larger than the demands imposed by sets of amplitude-scaled records. However, the sets generated by simultaneously modifying both components to direct match RotD100 provoked mean peak inelastic responses closer to the amplitude-scaled sets while reducing the variability in the estimates.

Keywords:
ductility reinforced concrete inelastic demand non-linear dynamic analysis seismic input spectral matching strain energy
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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