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Effect of various type of shear walls on behavior of tall building due to seismic force

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dc.contributor.authorSyamsir A.en_US
dc.contributor.authorAllah A.K.en_US
dc.contributor.authorNaganathan S.en_US
dc.contributor.authorZainoodin M.en_US
dc.contributor.authorNor N.M.en_US
dc.contributor.authorBeddu S.en_US
dc.contributor.authorid57195320482en_US
dc.contributor.authorid57223343023en_US
dc.contributor.authorid30267872100en_US
dc.contributor.authorid57202388764en_US
dc.contributor.authorid42262394000en_US
dc.contributor.authorid55812080500en_US
dc.date.accessioned2023-05-29T09:07:46Z
dc.date.available2023-05-29T09:07:46Z
dc.date.issued2021
dc.description.abstractThis paper presents the investigation of shear walls behavior in seismic response of tall buildings. In this study, shear wall system was tested for one building with total ten systems namely I, II, III, IV, V, VI, VII, VIII, IX, and X. Seismic loads were applied to the building models using response spectrum method. In the response spectrum data, the acceleration equals the ground acceleration 1.0 g on its direction and 0.3g in the opposite direction. The result indicated, the comparison of all model in term of displacement show model VI produced the lowest lateral displacement and base shear load of 5.8 mm and 2407 kN, respectively, while model II has the highest displacement of 11.57 mm. The study show, displacement of model VI was decreased up to 21% by adding boundary elements compared to model I which both of the model located at the same location. Thus, it can be concluded that, in term of displacement the optimum solution to resist seismic load by provide a shear wall with boundary elements near the core of the building as applied to Model VI. � 2021 American Institute of Physics Inc.. All rights reserved.en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo20132
dc.identifier.doi10.1063/5.0044271
dc.identifier.scopus2-s2.0-85105635481
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85105635481&doi=10.1063%2f5.0044271&partnerID=40&md5=33d9c51a75015fee328dfcb66a78747d
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/26207
dc.identifier.volume2339
dc.publisherAmerican Institute of Physics Inc.en_US
dc.sourceScopus
dc.sourcetitleAIP Conference Proceedings
dc.titleEffect of various type of shear walls on behavior of tall building due to seismic forceen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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