Assessment of ground motion amplification and building damages
Tremors caused by distant Sumatra earthquakes have reportedly been felt in Singapore for many years. Based on a previous study (Megawati and Pan, 2002), the maximum credible earthquakes (MCEs) from Sumatra are hypothesized to be a subduction earthquake (Mw = 9.0) and a strike-slip earthquake (Mw = 7...
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sg-ntu-dr.10356-51932023-03-03T16:46:05Z Assessment of ground motion amplification and building damages Pan, Tso Chien Cheng, Kwok Wah You, Xuting School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Tremors caused by distant Sumatra earthquakes have reportedly been felt in Singapore for many years. Based on a previous study (Megawati and Pan, 2002), the maximum credible earthquakes (MCEs) from Sumatra are hypothesized to be a subduction earthquake (Mw = 9.0) and a strike-slip earthquake (Mw = 7.5). Response at a soft soil site to the synthetic bedrock motions corresponding to these maximum credible earthquakes are simulated using a one-dimensional equivalent-linear technique. It is estimated that such maximum credible earthquakes are able to induce spectral acceleration levels exceeding the threshold provided for by the existing building codes for a wide frequency range, thus demonstrating their inherent potential for damage to building structures. 2008-09-17T10:31:37Z 2008-09-17T10:31:37Z 2005 2005 Research Report http://hdl.handle.net/10356/5193 Nanyang Technological University application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Pan, Tso Chien Cheng, Kwok Wah You, Xuting Assessment of ground motion amplification and building damages |
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Tremors caused by distant Sumatra earthquakes have reportedly been felt in Singapore for many years. Based on a previous study (Megawati and Pan, 2002), the maximum credible earthquakes (MCEs) from Sumatra are hypothesized to be a subduction earthquake (Mw = 9.0) and a strike-slip earthquake (Mw = 7.5). Response at a soft soil site to the synthetic bedrock motions corresponding to these maximum credible earthquakes are simulated using a one-dimensional equivalent-linear technique. It is estimated that such maximum credible earthquakes are able to induce spectral acceleration levels exceeding the threshold provided for by the existing building codes for a wide frequency range, thus demonstrating their inherent potential for damage to building structures. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Pan, Tso Chien Cheng, Kwok Wah You, Xuting |
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Research Report |
author |
Pan, Tso Chien Cheng, Kwok Wah You, Xuting |
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Pan, Tso Chien |
title |
Assessment of ground motion amplification and building damages |
title_short |
Assessment of ground motion amplification and building damages |
title_full |
Assessment of ground motion amplification and building damages |
title_fullStr |
Assessment of ground motion amplification and building damages |
title_full_unstemmed |
Assessment of ground motion amplification and building damages |
title_sort |
assessment of ground motion amplification and building damages |
publishDate |
2008 |
url |
http://hdl.handle.net/10356/5193 |
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1759856795886551040 |