Seismic Performance Of Reinforced Concrete School Buildings In Sabah

One of the methods to evaluate the seismic performance is the nonlinear time history analysis where the structural models are imposed to the real or artificial earthquake ground motion records. Current practice only considers single earthquake in the analysis. However, in reality the earthquake trem...

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Main Authors:	H. Sovester, H, M. I., Adiyanto
Format:	Article
Language:	English
Published:	Universiti Malaysia Pahang 2017
Subjects:	T Technology (General) TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/18750/ http://umpir.ump.edu.my/id/eprint/18750/ http://umpir.ump.edu.my/id/eprint/18750/1/Seismic%20performance%20of%20reinforced%20concrete%20school%20buildings%20in%20Sabah.pdf

id	ump-18750
recordtype	eprints
spelling	ump-187502018-05-02T07:07:46Z http://umpir.ump.edu.my/id/eprint/18750/ Seismic Performance Of Reinforced Concrete School Buildings In Sabah H. Sovester, H M. I., Adiyanto T Technology (General) TA Engineering (General). Civil engineering (General) One of the methods to evaluate the seismic performance is the nonlinear time history analysis where the structural models are imposed to the real or artificial earthquake ground motion records. Current practice only considers single earthquake in the analysis. However, in reality the earthquake tremors are always occur multiply. Ranau earthquake which occurred on 5th June 2015 was also not a single earthquake, but followed by several number of aftershock. This project investigated the performance of reinforced concrete school buildings in Sabah when subjected to multiple earthquakes. A total number of 3 models of school building which have 2, 3 and 4 storeys has been used for the project. . All models have been designed based on BS8110 to represent the existing reinforced concrete school buildings. A total of 7 ground motions for both single and multiple earthquake has been considered in nonlinear time history analysis conducted on all models. All models are assumed to be located in moderate seismic region in Sabah, Malaysia. Based on a series of nonlinear time history analyses, this study concludes that the action of multiple earthquake has contributed around 55% to 107% higher interstorey drift ratio compared to the single earthquake. Thus, multiple earthquake should be considered in order to design new buildings as well as the evaluation for maintenance and rehabilitation for existing buildings. Universiti Malaysia Pahang 2017-09 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18750/1/Seismic%20performance%20of%20reinforced%20concrete%20school%20buildings%20in%20Sabah.pdf H. Sovester, H and M. I., Adiyanto (2017) Seismic Performance Of Reinforced Concrete School Buildings In Sabah. International Journal of Civil Engineering and Geo-Environmental, Sp. (NCWE). pp. 148-152. ISSN 2180-2742 http://ijceg.ump.edu.my/images/ARTICLES/Special%20Publication%20for%20NCWE2017/P26%20Seismic%20performance%20of%20reinforced%20concrete%20school%20buildings%20in%20Sabah.pdf
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	T Technology (General) TA Engineering (General). Civil engineering (General)
spellingShingle	T Technology (General) TA Engineering (General). Civil engineering (General) H. Sovester, H M. I., Adiyanto Seismic Performance Of Reinforced Concrete School Buildings In Sabah
description	One of the methods to evaluate the seismic performance is the nonlinear time history analysis where the structural models are imposed to the real or artificial earthquake ground motion records. Current practice only considers single earthquake in the analysis. However, in reality the earthquake tremors are always occur multiply. Ranau earthquake which occurred on 5th June 2015 was also not a single earthquake, but followed by several number of aftershock. This project investigated the performance of reinforced concrete school buildings in Sabah when subjected to multiple earthquakes. A total number of 3 models of school building which have 2, 3 and 4 storeys has been used for the project. . All models have been designed based on BS8110 to represent the existing reinforced concrete school buildings. A total of 7 ground motions for both single and multiple earthquake has been considered in nonlinear time history analysis conducted on all models. All models are assumed to be located in moderate seismic region in Sabah, Malaysia. Based on a series of nonlinear time history analyses, this study concludes that the action of multiple earthquake has contributed around 55% to 107% higher interstorey drift ratio compared to the single earthquake. Thus, multiple earthquake should be considered in order to design new buildings as well as the evaluation for maintenance and rehabilitation for existing buildings.
format	Article
author	H. Sovester, H M. I., Adiyanto
author_facet	H. Sovester, H M. I., Adiyanto
author_sort	H. Sovester, H
title	Seismic Performance Of Reinforced Concrete School Buildings In Sabah
title_short	Seismic Performance Of Reinforced Concrete School Buildings In Sabah
title_full	Seismic Performance Of Reinforced Concrete School Buildings In Sabah
title_fullStr	Seismic Performance Of Reinforced Concrete School Buildings In Sabah
title_full_unstemmed	Seismic Performance Of Reinforced Concrete School Buildings In Sabah
title_sort	seismic performance of reinforced concrete school buildings in sabah
publisher	Universiti Malaysia Pahang
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/18750/ http://umpir.ump.edu.my/id/eprint/18750/ http://umpir.ump.edu.my/id/eprint/18750/1/Seismic%20performance%20of%20reinforced%20concrete%20school%20buildings%20in%20Sabah.pdf
first_indexed	2023-09-18T22:26:44Z
last_indexed	2023-09-18T22:26:44Z
_version_	1777416016285925376

Seismic Performance Of Reinforced Concrete School Buildings In Sabah

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