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

This 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. Initi...

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Main Authors: Zawawi M.H., Itam Z., Saleha A., Ramli M.Z., Hassan N.H., Zahari N.M., Salwa A., Muda Z.C.
Other Authors: 39162217600
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
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spelling my.uniten.dspace-235852023-05-29T14:50:21Z Maximum stress analysis for dam structure due to different magnitude scales of ground movements Zawawi M.H. Itam Z. Saleha A. Ramli M.Z. Hassan N.H. Zahari N.M. Salwa A. Muda Z.C. 39162217600 55102723400 57204805992 57195984780 57204683370 54891672300 57204800290 55812444000 This 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). Final 2023-05-29T06:50:21Z 2023-05-29T06:50:21Z 2018 Conference Paper 10.1063/1.5066892 2-s2.0-85057290583 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85057290583&doi=10.1063%2f1.5066892&partnerID=40&md5=6d19c9d73c9b6c52c856770c43de9da1 https://irepository.uniten.edu.my/handle/123456789/23585 2030 20251 American Institute of Physics Inc. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
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content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description This 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).
author2 39162217600
author_facet 39162217600
Zawawi M.H.
Itam Z.
Saleha A.
Ramli M.Z.
Hassan N.H.
Zahari N.M.
Salwa A.
Muda Z.C.
format Conference Paper
author Zawawi M.H.
Itam Z.
Saleha A.
Ramli M.Z.
Hassan N.H.
Zahari N.M.
Salwa A.
Muda Z.C.
spellingShingle Zawawi M.H.
Itam Z.
Saleha A.
Ramli M.Z.
Hassan N.H.
Zahari N.M.
Salwa A.
Muda Z.C.
Maximum stress analysis for dam structure due to different magnitude scales of ground movements
author_sort Zawawi M.H.
title Maximum stress analysis for dam structure due to different magnitude scales of ground movements
title_short Maximum stress analysis for dam structure due to different magnitude scales of ground movements
title_full Maximum stress analysis for dam structure due to different magnitude scales of ground movements
title_fullStr Maximum stress analysis for dam structure due to different magnitude scales of ground movements
title_full_unstemmed Maximum stress analysis for dam structure due to different magnitude scales of ground movements
title_sort maximum stress analysis for dam structure due to different magnitude scales of ground movements
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806426109174087680
score 13.222552

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