Seismic performance and cost analysis for reinforced concrete school building under different type of soil

Concern towards the significant hazards and damages occurred to the people and buildings due to an earthquake event such as Ranau earthquake that happened in June 2015 has led to the development of sustainable structures that against seismic loading in Malaysia. The present research investigates the...

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Main Authors: Hong, J. Y., Wan Ahmad, Saffuan, Adnan, Azlan, Muthusamy, Khairunisa, Ariffin, Nur Farhayu, Mat Yahaya, Fadzil, Syed Mohsin, Sharifah Maszura
Format: Article
Published: Elsevier Ltd. 2020
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Online Access:http://eprints.utm.my/id/eprint/90933/
http://dx.doi.org/10.1016/j.pce.2020.102933
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spelling my.utm.909332021-05-31T13:41:10Z http://eprints.utm.my/id/eprint/90933/ Seismic performance and cost analysis for reinforced concrete school building under different type of soil Hong, J. Y. Wan Ahmad, Saffuan Adnan, Azlan Muthusamy, Khairunisa Ariffin, Nur Farhayu Mat Yahaya, Fadzil Syed Mohsin, Sharifah Maszura TA Engineering (General). Civil engineering (General) Concern towards the significant hazards and damages occurred to the people and buildings due to an earthquake event such as Ranau earthquake that happened in June 2015 has led to the development of sustainable structures that against seismic loading in Malaysia. The present research investigates the effect of soil types on the seismic performance and the total cost of the reinforced concrete school building. The seismic performance of a building influences by the soil types, where foundation soils are the main elements in performing a correct seismic design for structures. Therefore, 14 models of reinforced concrete school building comprising of two-storey and four-storey, which under different soil types were used. The models had been designed based on Eurocode 2 and Eurocode 8 by using Tekla Structural Designer software. The results were discussed in terms of seismic base shear force and cost of material used. Models that designed under Ground Type D and Ground Type E are experienced the greatest seismic base shear force. It is also observed that the soil type strongly influences the total cost where the increment of the cost of material is between 33.80% and 110.60% for four-storey building and 22.06%–55.46% for two-storey building as compared to the building without seismic resistance. Elsevier Ltd. 2020-12 Article PeerReviewed Hong, J. Y. and Wan Ahmad, Saffuan and Adnan, Azlan and Muthusamy, Khairunisa and Ariffin, Nur Farhayu and Mat Yahaya, Fadzil and Syed Mohsin, Sharifah Maszura (2020) Seismic performance and cost analysis for reinforced concrete school building under different type of soil. Physics and Chemistry of the Earth, 120 . ISSN 1474-7065 http://dx.doi.org/10.1016/j.pce.2020.102933 DOI:10.1016/j.pce.2020.102933
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hong, J. Y.
Wan Ahmad, Saffuan
Adnan, Azlan
Muthusamy, Khairunisa
Ariffin, Nur Farhayu
Mat Yahaya, Fadzil
Syed Mohsin, Sharifah Maszura
Seismic performance and cost analysis for reinforced concrete school building under different type of soil
description Concern towards the significant hazards and damages occurred to the people and buildings due to an earthquake event such as Ranau earthquake that happened in June 2015 has led to the development of sustainable structures that against seismic loading in Malaysia. The present research investigates the effect of soil types on the seismic performance and the total cost of the reinforced concrete school building. The seismic performance of a building influences by the soil types, where foundation soils are the main elements in performing a correct seismic design for structures. Therefore, 14 models of reinforced concrete school building comprising of two-storey and four-storey, which under different soil types were used. The models had been designed based on Eurocode 2 and Eurocode 8 by using Tekla Structural Designer software. The results were discussed in terms of seismic base shear force and cost of material used. Models that designed under Ground Type D and Ground Type E are experienced the greatest seismic base shear force. It is also observed that the soil type strongly influences the total cost where the increment of the cost of material is between 33.80% and 110.60% for four-storey building and 22.06%–55.46% for two-storey building as compared to the building without seismic resistance.
format Article
author Hong, J. Y.
Wan Ahmad, Saffuan
Adnan, Azlan
Muthusamy, Khairunisa
Ariffin, Nur Farhayu
Mat Yahaya, Fadzil
Syed Mohsin, Sharifah Maszura
author_facet Hong, J. Y.
Wan Ahmad, Saffuan
Adnan, Azlan
Muthusamy, Khairunisa
Ariffin, Nur Farhayu
Mat Yahaya, Fadzil
Syed Mohsin, Sharifah Maszura
author_sort Hong, J. Y.
title Seismic performance and cost analysis for reinforced concrete school building under different type of soil
title_short Seismic performance and cost analysis for reinforced concrete school building under different type of soil
title_full Seismic performance and cost analysis for reinforced concrete school building under different type of soil
title_fullStr Seismic performance and cost analysis for reinforced concrete school building under different type of soil
title_full_unstemmed Seismic performance and cost analysis for reinforced concrete school building under different type of soil
title_sort seismic performance and cost analysis for reinforced concrete school building under different type of soil
publisher Elsevier Ltd.
publishDate 2020
url http://eprints.utm.my/id/eprint/90933/
http://dx.doi.org/10.1016/j.pce.2020.102933
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score 13.211869