Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia

The aim of this paper is to estimate the response spectra for moderate seismic area in Sarawak, Malaysia. In the present study, the response spectra for Miri district, in Sarawak, has been obtained by using 1-D equivalent linear site response analysis at 114 borehole locations. All the borehole site...

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Main Authors: Raudhah, Ahmadi, Najar, Imtiyaz Akbar, Abdullahi, A. F., Galin, T.
Format: Article
Language:English
Published: IOP Publishing Ltd 2021
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Online Access:http://ir.unimas.my/id/eprint/39243/1/Response%20spectra%20-%20Copy.pdf
http://ir.unimas.my/id/eprint/39243/
https://iopscience.iop.org/article/10.1088/1757-899X/1101/1/012020
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Institution: Universiti Malaysia Sarawak
Language: English
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spelling my.unimas.ir.392432022-08-17T08:28:44Z http://ir.unimas.my/id/eprint/39243/ Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia Raudhah, Ahmadi Najar, Imtiyaz Akbar Abdullahi, A. F. Galin, T. TA Engineering (General). Civil engineering (General) The aim of this paper is to estimate the response spectra for moderate seismic area in Sarawak, Malaysia. In the present study, the response spectra for Miri district, in Sarawak, has been obtained by using 1-D equivalent linear site response analysis at 114 borehole locations. All the borehole sites are classified based on average shear wave velocity (Vs30) as per Malaysia National Annex to Eurocode 8 (MNA-EC8) site classifications using the geotechnical relationship. In this study, the input motion was selected from Pacific Earthquake Engineering Research (PEER-NGA) online database compatible with target response spectra of Sarawak at engineering bedrock by considering the seismic hazard map for 2475 years as return period and by following the 475 years return period as shown in (MNA-EC8). From the results of this study, it was found that the maximum response spectral acceleration (response spectra with 5% damping) is 2.25 g, 3.25 g and 1.7 g at the ground surface for MNA-EC8 site classes C, D and E respectively. It was also found that the results are under the provisions of seismic design code of Malaysia. The suggested results in this study can be used as a reference in Malaysia to support the MNA-EC8. IOP Publishing Ltd 2021 Article PeerReviewed text en http://ir.unimas.my/id/eprint/39243/1/Response%20spectra%20-%20Copy.pdf Raudhah, Ahmadi and Najar, Imtiyaz Akbar and Abdullahi, A. F. and Galin, T. (2021) Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia. IOP Conference Series: Materials Science and Engineering. pp. 1-9. ISSN 1757-899X https://iopscience.iop.org/article/10.1088/1757-899X/1101/1/012020 doi:10.1088/1757-899X/1101/1/012020
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Raudhah, Ahmadi
Najar, Imtiyaz Akbar
Abdullahi, A. F.
Galin, T.
Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
description The aim of this paper is to estimate the response spectra for moderate seismic area in Sarawak, Malaysia. In the present study, the response spectra for Miri district, in Sarawak, has been obtained by using 1-D equivalent linear site response analysis at 114 borehole locations. All the borehole sites are classified based on average shear wave velocity (Vs30) as per Malaysia National Annex to Eurocode 8 (MNA-EC8) site classifications using the geotechnical relationship. In this study, the input motion was selected from Pacific Earthquake Engineering Research (PEER-NGA) online database compatible with target response spectra of Sarawak at engineering bedrock by considering the seismic hazard map for 2475 years as return period and by following the 475 years return period as shown in (MNA-EC8). From the results of this study, it was found that the maximum response spectral acceleration (response spectra with 5% damping) is 2.25 g, 3.25 g and 1.7 g at the ground surface for MNA-EC8 site classes C, D and E respectively. It was also found that the results are under the provisions of seismic design code of Malaysia. The suggested results in this study can be used as a reference in Malaysia to support the MNA-EC8.
format Article
author Raudhah, Ahmadi
Najar, Imtiyaz Akbar
Abdullahi, A. F.
Galin, T.
author_facet Raudhah, Ahmadi
Najar, Imtiyaz Akbar
Abdullahi, A. F.
Galin, T.
author_sort Raudhah, Ahmadi
title Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
title_short Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
title_full Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
title_fullStr Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
title_full_unstemmed Response spectra for moderate seismic area - application to Miri district of Sarawak, Malaysia
title_sort response spectra for moderate seismic area - application to miri district of sarawak, malaysia
publisher IOP Publishing Ltd
publishDate 2021
url http://ir.unimas.my/id/eprint/39243/1/Response%20spectra%20-%20Copy.pdf
http://ir.unimas.my/id/eprint/39243/
https://iopscience.iop.org/article/10.1088/1757-899X/1101/1/012020
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