Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints
The laboratory supports students’ education and provides space for practice and research. One of the laboratories is the Central Laboratory Building of Universitas Andalas, located in Padang City, which has building expansion joints. Since Padang City is an earthquake-prone area, the planning of lab...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2025-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_14002.pdf |
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| _version_ | 1832098563622961152 |
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| author | Fauzan Aryo Agista Geby Al Jauhari Zev |
| author_facet | Fauzan Aryo Agista Geby Al Jauhari Zev |
| author_sort | Fauzan |
| collection | DOAJ |
| description | The laboratory supports students’ education and provides space for practice and research. One of the laboratories is the Central Laboratory Building of Universitas Andalas, located in Padang City, which has building expansion joints. Since Padang City is an earthquake-prone area, the planning of laboratory buildings must consider earthquake safety. An expansion joint is needed to ensure earthquake safety as a boundary for building structures. It is designed so that if a major earthquake occurs, the buildings are planned not to be damaged due to pounding so that potential losses can be minimized. This study evaluates the seismic performance of buildings with expansion joints based on the current Indonesian seismic codes. The study results show that the maximum displacement of the buildings (zones A, B, C, and D) does not exceed the distance between expansion joints. It prevents contact between them (pounding) during any seismic event, allowing the building to be declared safe during an earthquake. Additionally, the seismic performance of buildings complies with current Indonesian earthquake regulations, specifically regarding dynamic characteristics, inter-story drift, horizontal irregularity, and vertical irregularity. |
| format | Article |
| id | doaj-art-f4b9618014b2427a96e1b866bf611891 |
| institution | Kabale University |
| issn | 2267-1242 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | E3S Web of Conferences |
| spelling | doaj-art-f4b9618014b2427a96e1b866bf6118912025-02-05T10:47:53ZengEDP SciencesE3S Web of Conferences2267-12422025-01-016041400210.1051/e3sconf/202560414002e3sconf_icdm2024_14002Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion jointsFauzan0Aryo Agista Geby1Al Jauhari Zev2Department of Civil Engineering, Faculty of Engineering, Universitas AndalasDepartment of Civil Engineering, Faculty of Engineering, Universitas AndalasGraduate School of Engineering, Toyohashi University of TechnologyThe laboratory supports students’ education and provides space for practice and research. One of the laboratories is the Central Laboratory Building of Universitas Andalas, located in Padang City, which has building expansion joints. Since Padang City is an earthquake-prone area, the planning of laboratory buildings must consider earthquake safety. An expansion joint is needed to ensure earthquake safety as a boundary for building structures. It is designed so that if a major earthquake occurs, the buildings are planned not to be damaged due to pounding so that potential losses can be minimized. This study evaluates the seismic performance of buildings with expansion joints based on the current Indonesian seismic codes. The study results show that the maximum displacement of the buildings (zones A, B, C, and D) does not exceed the distance between expansion joints. It prevents contact between them (pounding) during any seismic event, allowing the building to be declared safe during an earthquake. Additionally, the seismic performance of buildings complies with current Indonesian earthquake regulations, specifically regarding dynamic characteristics, inter-story drift, horizontal irregularity, and vertical irregularity.https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_14002.pdf |
| spellingShingle | Fauzan Aryo Agista Geby Al Jauhari Zev Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints E3S Web of Conferences |
| title | Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints |
| title_full | Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints |
| title_fullStr | Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints |
| title_full_unstemmed | Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints |
| title_short | Seismic performance evaluation of the Central Laboratory Universitas Andalas building with expansion joints |
| title_sort | seismic performance evaluation of the central laboratory universitas andalas building with expansion joints |
| url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2025/04/e3sconf_icdm2024_14002.pdf |
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