Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan
An earthquake is a rapid movement of geological components under the earth's surface that causes tectonic plate boundaries to shake violently. Various damages have happened due to the earthquake, which has led to a devastating impact on humans in terms of finances, safety, and health. Nowadays,...
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| Format: | Academic Exercise |
| Language: | English English |
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2022
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| Online Access: | https://eprints.ums.edu.my/id/eprint/35245/1/24%20PAGES.pdf https://eprints.ums.edu.my/id/eprint/35245/2/FULLTEXT.pdf |
| _version_ | 1796911722582245376 |
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| author | Muhamad Syamim Fattah Mohamad Juhari |
| author_facet | Muhamad Syamim Fattah Mohamad Juhari |
| author_sort | Muhamad Syamim Fattah Mohamad Juhari |
| collection | UMS |
| description | An earthquake is a rapid movement of geological components under the earth's surface that causes tectonic plate boundaries to shake violently. Various damages have happened due to the earthquake, which has led to a devastating impact on humans in terms of finances, safety, and health. Nowadays, most existing buildings are designed under British Standards, and the earthquake element is not taken into account. This issue should be addressed because if the building collapsed, many lives would be lost, especially in buildings with a large number of occupants. Therefore, this research aimed to investigate the performance level of Kolej Kediaman Tun Mustapha and Staff quarters SMK Desa Wawasan using a simulation of various PGA values, which include 0.145g, 0.097g, and 0.048g. There were two (2) objectives that needed to be achieved in this study: (1) to examine the structural deformation of the buildings by using computer software, which is PROTA STRUCTURE, and (2) to determine the safety status of the building based on the standard FEMA 356 (2000). Based on the lateral displacement generated from the software analysis, the value of displacements for both buildings on the x and y-axis increased with storey height increases. Meanwhile, based on the interstorey drift ratio (IDR) values for both buildings, it can be concluded that all the buildings were categorized as Immediate Occupancy (IO) under the standard of FEMA 356 (2000). |
| first_indexed | 2024-03-06T03:22:53Z |
| format | Academic Exercise |
| id | ums.eprints-35245 |
| institution | Universiti Malaysia Sabah |
| language | English English |
| last_indexed | 2024-03-06T03:22:53Z |
| publishDate | 2022 |
| record_format | dspace |
| spelling | ums.eprints-352452023-03-23T02:16:34Z https://eprints.ums.edu.my/id/eprint/35245/ Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan Muhamad Syamim Fattah Mohamad Juhari TA630-695 Structural engineering (General) An earthquake is a rapid movement of geological components under the earth's surface that causes tectonic plate boundaries to shake violently. Various damages have happened due to the earthquake, which has led to a devastating impact on humans in terms of finances, safety, and health. Nowadays, most existing buildings are designed under British Standards, and the earthquake element is not taken into account. This issue should be addressed because if the building collapsed, many lives would be lost, especially in buildings with a large number of occupants. Therefore, this research aimed to investigate the performance level of Kolej Kediaman Tun Mustapha and Staff quarters SMK Desa Wawasan using a simulation of various PGA values, which include 0.145g, 0.097g, and 0.048g. There were two (2) objectives that needed to be achieved in this study: (1) to examine the structural deformation of the buildings by using computer software, which is PROTA STRUCTURE, and (2) to determine the safety status of the building based on the standard FEMA 356 (2000). Based on the lateral displacement generated from the software analysis, the value of displacements for both buildings on the x and y-axis increased with storey height increases. Meanwhile, based on the interstorey drift ratio (IDR) values for both buildings, it can be concluded that all the buildings were categorized as Immediate Occupancy (IO) under the standard of FEMA 356 (2000). 2022 Academic Exercise NonPeerReviewed text en https://eprints.ums.edu.my/id/eprint/35245/1/24%20PAGES.pdf text en https://eprints.ums.edu.my/id/eprint/35245/2/FULLTEXT.pdf Muhamad Syamim Fattah Mohamad Juhari (2022) Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan. Universiti Malaysia Sabah. (Unpublished) |
| spellingShingle | TA630-695 Structural engineering (General) Muhamad Syamim Fattah Mohamad Juhari Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title | Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title_full | Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title_fullStr | Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title_full_unstemmed | Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title_short | Seismic analysis of Kolej Kediaman Tun Mustapha UMS and staff quarters SMK Desa Wawasan Tambunan |
| title_sort | seismic analysis of kolej kediaman tun mustapha ums and staff quarters smk desa wawasan tambunan |
| topic | TA630-695 Structural engineering (General) |
| url | https://eprints.ums.edu.my/id/eprint/35245/1/24%20PAGES.pdf https://eprints.ums.edu.my/id/eprint/35245/2/FULLTEXT.pdf |
| work_keys_str_mv | AT muhamadsyamimfattahmohamadjuhari seismicanalysisofkolejkediamantunmustaphaumsandstaffquarterssmkdesawawasantambunan |