Estimation of strong seismic ground motion for engineering use in Perth Western Australia

Probabilistic seismic hazard analysis (PSHA) was performed to determine two alternate magnitude-distance combinations for the 475 yr event, and the worst-case scenario event in Perth, Western Australia. Regional strong ground motion (SGM) time histories on rock sites are used to modify an eastern No...

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Main Authors: Hao, Hong, Gaull, B.
Format: Journal Article
Published: Pergamon 2009
Online Access:http://hdl.handle.net/20.500.11937/20593
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author Hao, Hong
Gaull, B.
author_facet Hao, Hong
Gaull, B.
author_sort Hao, Hong
building Curtin Institutional Repository
collection Online Access
description Probabilistic seismic hazard analysis (PSHA) was performed to determine two alternate magnitude-distance combinations for the 475 yr event, and the worst-case scenario event in Perth, Western Australia. Regional strong ground motion (SGM) time histories on rock sites are used to modify an eastern North America (ENA) seismic model to suit southwest Western Australian (SWWA) conditions. This model is then used to stochastically simulate a set of 475 yr design events and a set of worst-case scenario event for rock sites in the Perth metropolitan area (PMA). The simulated time histories are then used as input to typical soft soil sites in the PMA to estimate surface ground motions. The spectral accelerations of the ground motions on rock and soil sites are calculated and compared with the corresponding design spectra defined in current and previous Australian earthquake loading code. Discussions of the adequacy of the code spectra and the differences to ours, along with implications on structural response and damage are made. © 2008 Elsevier Ltd. All rights reserved.
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spelling curtin-20.500.11937-205932017-02-28T01:35:41Z Estimation of strong seismic ground motion for engineering use in Perth Western Australia Hao, Hong Gaull, B. Probabilistic seismic hazard analysis (PSHA) was performed to determine two alternate magnitude-distance combinations for the 475 yr event, and the worst-case scenario event in Perth, Western Australia. Regional strong ground motion (SGM) time histories on rock sites are used to modify an eastern North America (ENA) seismic model to suit southwest Western Australian (SWWA) conditions. This model is then used to stochastically simulate a set of 475 yr design events and a set of worst-case scenario event for rock sites in the Perth metropolitan area (PMA). The simulated time histories are then used as input to typical soft soil sites in the PMA to estimate surface ground motions. The spectral accelerations of the ground motions on rock and soil sites are calculated and compared with the corresponding design spectra defined in current and previous Australian earthquake loading code. Discussions of the adequacy of the code spectra and the differences to ours, along with implications on structural response and damage are made. © 2008 Elsevier Ltd. All rights reserved. 2009 Journal Article http://hdl.handle.net/20.500.11937/20593 Pergamon restricted
spellingShingle Hao, Hong
Gaull, B.
Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title_full Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title_fullStr Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title_full_unstemmed Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title_short Estimation of strong seismic ground motion for engineering use in Perth Western Australia
title_sort estimation of strong seismic ground motion for engineering use in perth western australia
url http://hdl.handle.net/20.500.11937/20593