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Maximum stress analysis for dam structure due to different magnitude scales of ground movements

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dc.citedby4
dc.contributor.authorZawawi M.H.en_US
dc.contributor.authorItam Z.en_US
dc.contributor.authorSaleha A.en_US
dc.contributor.authorRamli M.Z.en_US
dc.contributor.authorHassan N.H.en_US
dc.contributor.authorZahari N.M.en_US
dc.contributor.authorSalwa A.en_US
dc.contributor.authorMuda Z.C.en_US
dc.contributor.authorid39162217600en_US
dc.contributor.authorid55102723400en_US
dc.contributor.authorid57204805992en_US
dc.contributor.authorid57195984780en_US
dc.contributor.authorid57204683370en_US
dc.contributor.authorid54891672300en_US
dc.contributor.authorid57204800290en_US
dc.contributor.authorid55812444000en_US
dc.date.accessioned2023-05-29T06:50:21Z
dc.date.available2023-05-29T06:50:21Z
dc.date.issued2018
dc.description.abstractThis study is aimed to evaluate maximum stress analysis for dam stability due to ground movement on Chenderoh dam in Perak. The dam was constructed in the year 1930s, therefore it is important to examine the dam workability and integrity for the peoples to take caution and prepared for safety. Initially, the analysis using ABAQUS is to verify the available data obtained from Structural Earthquakes Research Malaysia. The data available is the maximum stress of 108.67 kN/m2 for seismic load of 0.16g. Validation for this data after running the ABAQUS program shows that it is in good agreement with the available data, that is the result at 0.16g, the maximum stress is 112 kN/m2. Using this data for example concrete grade 20 N/m2, the maximum stress at 0.16G, 0.20g and 0.25g are analyzed. The significant of this study is that at 0.25g seismic acceleration, the dam is still stable as the stress at 0.25g does not exceed the available maximum stress of the material. � 2018 Author(s).en_US
dc.description.natureFinalen_US
dc.identifier.ArtNo20251
dc.identifier.doi10.1063/1.5066892
dc.identifier.scopus2-s2.0-85057290583
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85057290583&doi=10.1063%2f1.5066892&partnerID=40&md5=6d19c9d73c9b6c52c856770c43de9da1
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/23585
dc.identifier.volume2030
dc.publisherAmerican Institute of Physics Inc.en_US
dc.sourceScopus
dc.sourcetitleAIP Conference Proceedings
dc.titleMaximum stress analysis for dam structure due to different magnitude scales of ground movementsen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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