Application of seismic resisting systems for building construction in Malaysia
Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world si...
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Blue Eyes Intelligence Engineering and Sciences Publication
2023
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| author | Hamid N.B. Razak S.N.B.A. Sanik M.E. Mokhtar M. Sahat S. Kaamin M. Ramli M.Z. |
| author2 | 57190252816 |
| author_facet | 57190252816 Hamid N.B. Razak S.N.B.A. Sanik M.E. Mokhtar M. Sahat S. Kaamin M. Ramli M.Z. |
| author_sort | Hamid N.B. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model. �BEIESP. |
| format | Article |
| id | my.uniten.dspace-24602 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Blue Eyes Intelligence Engineering and Sciences Publication |
| record_format | dspace |
| spelling | my.uniten.dspace-246022023-05-29T15:24:58Z Application of seismic resisting systems for building construction in Malaysia Hamid N.B. Razak S.N.B.A. Sanik M.E. Mokhtar M. Sahat S. Kaamin M. Ramli M.Z. 57190252816 36988308700 42561659300 57190069071 57190063884 56181432700 57195984780 Over the centuries, there has been a lot of earthquakes occur due to sudden changes in the surface of the earth. This phenomenon has caused property destruction, a large number of deaths and damage to buildings. This situation has become a concern by experts, especially engineers around the world since the damage of the building caused huge losses as well as contributing to the loss of life due to burial and so forth. Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. In this study, three types of model that consist of base frame, shear wall and braced frame are designed using STAAD Pro Software to obtain their displacement reading. Important data such as seismic parameters and load cases which is Zone factor: 0.24, Response reduction factor: 5, Importance factor: 1.5, Structure type: Concrete, Damping: 0.05, Foundation soil type: Medium, Dead load intensity at all floor levels: 6kN/m2, Live load for roof: 1.5kN/m2 and Live load for other floors: 3kN/m2 are inserted. The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model. �BEIESP. Final 2023-05-29T07:24:58Z 2023-05-29T07:24:58Z 2019 Article 10.35940/ijrte.B1013.0782S219 2-s2.0-85071375133 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85071375133&doi=10.35940%2fijrte.B1013.0782S219&partnerID=40&md5=b82b625dde7bec7c732928932a13d2b2 https://irepository.uniten.edu.my/handle/123456789/24602 8 2 Special Issue 2 71 75 All Open Access, Bronze Blue Eyes Intelligence Engineering and Sciences Publication Scopus |
| spellingShingle | Hamid N.B. Razak S.N.B.A. Sanik M.E. Mokhtar M. Sahat S. Kaamin M. Ramli M.Z. Application of seismic resisting systems for building construction in Malaysia |
| title | Application of seismic resisting systems for building construction in Malaysia |
| title_full | Application of seismic resisting systems for building construction in Malaysia |
| title_fullStr | Application of seismic resisting systems for building construction in Malaysia |
| title_full_unstemmed | Application of seismic resisting systems for building construction in Malaysia |
| title_short | Application of seismic resisting systems for building construction in Malaysia |
| title_sort | application of seismic resisting systems for building construction in malaysia |
| url_provider | http://dspace.uniten.edu.my/ |