Publication:
Application of seismic resisting systems for building construction in Malaysia

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dc.contributor.authorHamid N.B.en_US
dc.contributor.authorRazak S.N.B.A.en_US
dc.contributor.authorSanik M.E.en_US
dc.contributor.authorMokhtar M.en_US
dc.contributor.authorSahat S.en_US
dc.contributor.authorKaamin M.en_US
dc.contributor.authorRamli M.Z.en_US
dc.contributor.authorid57190252816en_US
dc.contributor.authorid36988308700en_US
dc.contributor.authorid42561659300en_US
dc.contributor.authorid57190069071en_US
dc.contributor.authorid57190063884en_US
dc.contributor.authorid56181432700en_US
dc.contributor.authorid57195984780en_US
dc.date.accessioned2023-05-29T07:24:58Z
dc.date.available2023-05-29T07:24:58Z
dc.date.issued2019
dc.description.abstractOver 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.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.35940/ijrte.B1013.0782S219
dc.identifier.epage75
dc.identifier.issue2 Special Issue 2
dc.identifier.scopus2-s2.0-85071375133
dc.identifier.spage71
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85071375133&doi=10.35940%2fijrte.B1013.0782S219&partnerID=40&md5=b82b625dde7bec7c732928932a13d2b2
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/24602
dc.identifier.volume8
dc.publisherBlue Eyes Intelligence Engineering and Sciences Publicationen_US
dc.relation.ispartofAll Open Access, Bronze
dc.sourceScopus
dc.sourcetitleInternational Journal of Recent Technology and Engineering
dc.titleApplication of seismic resisting systems for building construction in Malaysiaen_US
dc.typeArticleen_US
dspace.entity.typePublication
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