Application of Seismic Resisting Systems for Building Construction in Malaysia
Nor Baizura Hamid1, Siti Noraiza Binti Ab Razak2, Mohd Erwan Sanik3, Mardiha Mokhtar4, Suhaila Sahat5, Masiri Kaamin6, Mohd Zakwan Ramli7
1Nor Baizura Hamid, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
2Siti Noraiza Binti Ab Razak, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
3Mohd Erwan Sanik, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
4Mardiha Mokhtar, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
5Suhaila Sahat, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
6Masiri Kaamin, Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia, Pagoh Campus, Panchor, Johor.
7Mohd Zakwan Ramli, College of Engineering, Universiti Tenaga Nasional, Kajang, Selangor.
Manuscript received on 25 June 2019 | Revised Manuscript received on 13 July 2019 | Manuscript Published on 26 July 2019 | PP: 71-75 | Volume-8 Issue-2S2 July 2019 | Retrieval Number: B10130782S219/2019©BEIESP | DOI: 10.35940/ijrte.B1013.0782S219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: 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.
Keywords: Node Displacement, Base Frame, Shear Wall, Braced Frame.
Scope of the Article: Construction Engineering