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Ground response analysis in offshore Terengganu

The amount of vibration experienced by any specific location with respect to bedrock in any seismic event can be predicted using a ground motion equation. Results from this analysis are important as it will be used in the design process of engineering structure to withstand a horizontal load from a...

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Main Authors: Mohamad, M., Hamid, N.H.A., Liew, M.S.
Format: Article
Published: Construction Research Institute of Malaysia 2020
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096955002&partnerID=40&md5=741fe67dc1143885334b948a9f7d957d
http://eprints.utp.edu.my/23149/
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spelling my.utp.eprints.231492021-08-19T06:10:34Z Ground response analysis in offshore Terengganu Mohamad, M. Hamid, N.H.A. Liew, M.S. The amount of vibration experienced by any specific location with respect to bedrock in any seismic event can be predicted using a ground motion equation. Results from this analysis are important as it will be used in the design process of engineering structure to withstand a horizontal load from a seismic event. However, by depending on these values, the possibility of amplification or de-amplification of acceleration under the local soil effect has been ignored. The occurrence of amplification will result in higher acceleration on the surface and produce higher lateral load to fixed platforms in offshore Terengganu. These platforms have been designed without provision to seismic load. Therefore, this study focuses on ground response analysis in offshore Terengganu. Four sites have been selected where all sites are considered as stiff soil. Related input data has been extracted from the soil investigation report and Nias-Simeulue earthquake was used as earthquake profile. Four developed correlation equations have been adopted in determining shear wave velocity. One dimensional nonlinear ground response analysis program, namely NERA has been used to analyse local site effect. Peak surface acceleration in each site has been obtained. Results show that the occurrence of soil amplification ranging from 1.6 to 2.0 in the study areas. © 2020, Construction Research Institute of Malaysia. All rights reserved. Construction Research Institute of Malaysia 2020 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096955002&partnerID=40&md5=741fe67dc1143885334b948a9f7d957d Mohamad, M. and Hamid, N.H.A. and Liew, M.S. (2020) Ground response analysis in offshore Terengganu. Malaysian Construction Research Journal, 31 (2). pp. 9-18. http://eprints.utp.edu.my/23149/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description The amount of vibration experienced by any specific location with respect to bedrock in any seismic event can be predicted using a ground motion equation. Results from this analysis are important as it will be used in the design process of engineering structure to withstand a horizontal load from a seismic event. However, by depending on these values, the possibility of amplification or de-amplification of acceleration under the local soil effect has been ignored. The occurrence of amplification will result in higher acceleration on the surface and produce higher lateral load to fixed platforms in offshore Terengganu. These platforms have been designed without provision to seismic load. Therefore, this study focuses on ground response analysis in offshore Terengganu. Four sites have been selected where all sites are considered as stiff soil. Related input data has been extracted from the soil investigation report and Nias-Simeulue earthquake was used as earthquake profile. Four developed correlation equations have been adopted in determining shear wave velocity. One dimensional nonlinear ground response analysis program, namely NERA has been used to analyse local site effect. Peak surface acceleration in each site has been obtained. Results show that the occurrence of soil amplification ranging from 1.6 to 2.0 in the study areas. © 2020, Construction Research Institute of Malaysia. All rights reserved.
format Article
author Mohamad, M.
Hamid, N.H.A.
Liew, M.S.
spellingShingle Mohamad, M.
Hamid, N.H.A.
Liew, M.S.
Ground response analysis in offshore Terengganu
author_facet Mohamad, M.
Hamid, N.H.A.
Liew, M.S.
author_sort Mohamad, M.
title Ground response analysis in offshore Terengganu
title_short Ground response analysis in offshore Terengganu
title_full Ground response analysis in offshore Terengganu
title_fullStr Ground response analysis in offshore Terengganu
title_full_unstemmed Ground response analysis in offshore Terengganu
title_sort ground response analysis in offshore terengganu
publisher Construction Research Institute of Malaysia
publishDate 2020
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096955002&partnerID=40&md5=741fe67dc1143885334b948a9f7d957d
http://eprints.utp.edu.my/23149/
_version_ 1738656431132901376
score 13.211869

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