Ground Motion Observation of Sabah Earthquakes on the Use of Next Generation Attenuation (NGA) Ground-Motion Models
Ground motion prediction equations (GMPEs) are being used for the estimation of the ground motion parameters which are needed for the design and evaluation of important structures. The seismic hazard may contribute greatly to the total risk; therefore the selection of appropriate GMPEs may have a su...
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description | Ground motion prediction equations (GMPEs) are being used for the estimation of the ground motion parameters which are needed for the design and evaluation of important structures. The seismic hazard may contribute greatly to the total risk; therefore the selection of appropriate GMPEs may have a substantial influence on the design and safety evaluation. For low-seismicity areas, however, the available database of strong ground motion measurements is limited, with determination of an appropriate GMPE been a rather difficult task. The objective of this study is to evaluate the next generation attenuation (NGA) ground-motion models to be applied in Sabah region. In this study, six next generation attenuation (NGA) models have been selected to be evaluated. The representation of all NGA models, are compared with the Sabah ground motion database comprises 209 two horizontal-component acceleration time series recorded within 10 to 1000 km of source to site distances for 173 earthquakes with moment magnitudes (M
W
) ranging between 3.0–6.0. The comparisons are made using analyses of root of the mean square (RMS) and residuals. Two GMPEs present better residual fits than other models with smaller RMS value and indicates better estimation of the peak ground acceleration (PGA). Based on these findings, it is recommended on using the NGA relations for seismic hazard assessment of Sabah. |
doi_str_mv | 10.1088/1755-1315/682/1/012050 |
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W
) ranging between 3.0–6.0. The comparisons are made using analyses of root of the mean square (RMS) and residuals. Two GMPEs present better residual fits than other models with smaller RMS value and indicates better estimation of the peak ground acceleration (PGA). Based on these findings, it is recommended on using the NGA relations for seismic hazard assessment of Sabah.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/682/1/012050</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Attenuation ; Design analysis ; Earthquakes ; Evaluation ; Geological hazards ; Ground motion ; Hazard assessment ; Model testing ; Parameter estimation ; Safety engineering ; Seismic activity ; Seismic hazard ; Seismicity</subject><ispartof>IOP conference series. Earth and environmental science, 2021-02, Vol.682 (1), p.12050</ispartof><rights>2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1930-2a535ad8f8206eeca253dbffec903efba2cc51297301c7c64415d95848a4edbc3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27923,27924</link.rule.ids></links><search><creatorcontrib>Harith, N S H</creatorcontrib><creatorcontrib>Ramadhansyah, P J</creatorcontrib><creatorcontrib>Adiyanto, M I</creatorcontrib><creatorcontrib>Ramli, N I</creatorcontrib><title>Ground Motion Observation of Sabah Earthquakes on the Use of Next Generation Attenuation (NGA) Ground-Motion Models</title><title>IOP conference series. Earth and environmental science</title><description>Ground motion prediction equations (GMPEs) are being used for the estimation of the ground motion parameters which are needed for the design and evaluation of important structures. The seismic hazard may contribute greatly to the total risk; therefore the selection of appropriate GMPEs may have a substantial influence on the design and safety evaluation. For low-seismicity areas, however, the available database of strong ground motion measurements is limited, with determination of an appropriate GMPE been a rather difficult task. The objective of this study is to evaluate the next generation attenuation (NGA) ground-motion models to be applied in Sabah region. In this study, six next generation attenuation (NGA) models have been selected to be evaluated. The representation of all NGA models, are compared with the Sabah ground motion database comprises 209 two horizontal-component acceleration time series recorded within 10 to 1000 km of source to site distances for 173 earthquakes with moment magnitudes (M
W
) ranging between 3.0–6.0. The comparisons are made using analyses of root of the mean square (RMS) and residuals. Two GMPEs present better residual fits than other models with smaller RMS value and indicates better estimation of the peak ground acceleration (PGA). Based on these findings, it is recommended on using the NGA relations for seismic hazard assessment of Sabah.</description><subject>Attenuation</subject><subject>Design analysis</subject><subject>Earthquakes</subject><subject>Evaluation</subject><subject>Geological hazards</subject><subject>Ground motion</subject><subject>Hazard assessment</subject><subject>Model testing</subject><subject>Parameter estimation</subject><subject>Safety engineering</subject><subject>Seismic activity</subject><subject>Seismic hazard</subject><subject>Seismicity</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNo9kEtPwzAQhC0EEqXwF5AlLnAI8SNOnGNVlYDUxwF6thxno7aUuLUdBP-ehFQ97Whndlb6ELqn5JkSKWOaCRFRTkWcShbTmFBGBLlAo7NxedYku0Y33u8ISbOE5yPkC2fbpsILG7a2wavSg_vW_9rW-F2XeoNn2oXNsdWf4HG3DxvAaw-9v4SfgAtowA0nkxCgaQf9uCwmT3ioj071C1vB3t-iq1rvPdyd5hitX2Yf09dovireppN5ZGjOScS04EJXspaMpABGM8Grsq7B5IRDXWpmjKAszzihJjNpklBR5UImUidQlYaP0cPQe3D22IIPamdb13QvFRMdCyITxrpUOqSMs947qNXBbb-0-1WUqB6w6tmpnqPqACuqBsD8D-tGbmY</recordid><startdate>20210201</startdate><enddate>20210201</enddate><creator>Harith, N S H</creator><creator>Ramadhansyah, P J</creator><creator>Adiyanto, M I</creator><creator>Ramli, N I</creator><general>IOP Publishing</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20210201</creationdate><title>Ground Motion Observation of Sabah Earthquakes on the Use of Next Generation Attenuation (NGA) Ground-Motion Models</title><author>Harith, N S H ; Ramadhansyah, P J ; Adiyanto, M I ; Ramli, N I</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1930-2a535ad8f8206eeca253dbffec903efba2cc51297301c7c64415d95848a4edbc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Attenuation</topic><topic>Design analysis</topic><topic>Earthquakes</topic><topic>Evaluation</topic><topic>Geological hazards</topic><topic>Ground motion</topic><topic>Hazard assessment</topic><topic>Model testing</topic><topic>Parameter estimation</topic><topic>Safety engineering</topic><topic>Seismic activity</topic><topic>Seismic hazard</topic><topic>Seismicity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Harith, N S H</creatorcontrib><creatorcontrib>Ramadhansyah, P J</creatorcontrib><creatorcontrib>Adiyanto, M I</creatorcontrib><creatorcontrib>Ramli, N I</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection (ProQuest)</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Harith, N S H</au><au>Ramadhansyah, P J</au><au>Adiyanto, M I</au><au>Ramli, N I</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Ground Motion Observation of Sabah Earthquakes on the Use of Next Generation Attenuation (NGA) Ground-Motion Models</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><date>2021-02-01</date><risdate>2021</risdate><volume>682</volume><issue>1</issue><spage>12050</spage><pages>12050-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>Ground motion prediction equations (GMPEs) are being used for the estimation of the ground motion parameters which are needed for the design and evaluation of important structures. The seismic hazard may contribute greatly to the total risk; therefore the selection of appropriate GMPEs may have a substantial influence on the design and safety evaluation. For low-seismicity areas, however, the available database of strong ground motion measurements is limited, with determination of an appropriate GMPE been a rather difficult task. The objective of this study is to evaluate the next generation attenuation (NGA) ground-motion models to be applied in Sabah region. In this study, six next generation attenuation (NGA) models have been selected to be evaluated. The representation of all NGA models, are compared with the Sabah ground motion database comprises 209 two horizontal-component acceleration time series recorded within 10 to 1000 km of source to site distances for 173 earthquakes with moment magnitudes (M
W
) ranging between 3.0–6.0. The comparisons are made using analyses of root of the mean square (RMS) and residuals. Two GMPEs present better residual fits than other models with smaller RMS value and indicates better estimation of the peak ground acceleration (PGA). Based on these findings, it is recommended on using the NGA relations for seismic hazard assessment of Sabah.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/682/1/012050</doi><oa>free_for_read</oa></addata></record> |
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subjects | Attenuation Design analysis Earthquakes Evaluation Geological hazards Ground motion Hazard assessment Model testing Parameter estimation Safety engineering Seismic activity Seismic hazard Seismicity |
title | Ground Motion Observation of Sabah Earthquakes on the Use of Next Generation Attenuation (NGA) Ground-Motion Models |
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