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...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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Elsevier Ltd.
2020
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/30797/1/Seismic%20performance%20and%20cost%20analysis%20for%20reinforced%20concrete%20.pdf |
| _version_ | 1825813748467630080 |
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| author | Hong, J. Y. Saffuan, Wan Ahmad Azlan, Adnan Khairunisa, Muthusamy Nur Farhayu, Ariffin Fadzil, Mat Yahaya Sharifah Maszura, Syed Mohsin |
| author_facet | Hong, J. Y. Saffuan, Wan Ahmad Azlan, Adnan Khairunisa, Muthusamy Nur Farhayu, Ariffin Fadzil, Mat Yahaya Sharifah Maszura, Syed Mohsin |
| author_sort | Hong, J. Y. |
| collection | UMP |
| 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. |
| first_indexed | 2024-03-06T12:48:38Z |
| format | Article |
| id | UMPir30797 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:48:38Z |
| publishDate | 2020 |
| publisher | Elsevier Ltd. |
| record_format | dspace |
| spelling | UMPir307972021-02-26T02:26:51Z http://umpir.ump.edu.my/id/eprint/30797/ Seismic performance and cost analysis for reinforced concrete school building under different type of soil Hong, J. Y. Saffuan, Wan Ahmad Azlan, Adnan Khairunisa, Muthusamy Nur Farhayu, Ariffin Fadzil, Mat Yahaya Sharifah Maszura, Syed Mohsin 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 pdf en http://umpir.ump.edu.my/id/eprint/30797/1/Seismic%20performance%20and%20cost%20analysis%20for%20reinforced%20concrete%20.pdf Hong, J. Y. and Saffuan, Wan Ahmad and Azlan, Adnan and Khairunisa, Muthusamy and Nur Farhayu, Ariffin and Fadzil, Mat Yahaya and Sharifah Maszura, Syed Mohsin (2020) Seismic performance and cost analysis for reinforced concrete school building under different type of soil. Physics and Chemistry of the Earth, Parts A/B/C, 120 (102933). pp. 1-5. ISSN 1474-7065. (Published) https://doi.org/10.1016/j.pce.2020.102933 https://doi.org/10.1016/j.pce.2020.102933 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Hong, J. Y. Saffuan, Wan Ahmad Azlan, Adnan Khairunisa, Muthusamy Nur Farhayu, Ariffin Fadzil, Mat Yahaya Sharifah Maszura, Syed Mohsin Seismic performance and cost analysis for reinforced concrete school building under different type of soil |
| title | 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_short | 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 |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/30797/1/Seismic%20performance%20and%20cost%20analysis%20for%20reinforced%20concrete%20.pdf |
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