Numerical Study on Strength of Reinforced Beam-Column Joints
The location of malaysia is not within the "Ring of Fire" zone of frequent earthquake. Thus,in Malaysia,the seismic hazard is low with high consequences. The possibilities of the building to experience thevibration when subjected to a lateral or horizontal force ground motion due to an ear...
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Universiti Teknologi Petronas
2009
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my-utp-utpedia.5552017-01-25T09:44:24Z http://utpedia.utp.edu.my/555/ Numerical Study on Strength of Reinforced Beam-Column Joints Linziana Bt Mustaffa, Linziana TA Engineering (General). Civil engineering (General) The location of malaysia is not within the "Ring of Fire" zone of frequent earthquake. Thus,in Malaysia,the seismic hazard is low with high consequences. The possibilities of the building to experience thevibration when subjected to a lateral or horizontal force ground motion due to an earthquake is low. After the incident of. undersea megathrust earthquake of 2004 Indian Ocean Earthquake ,called Tsunami swept across Malaysia,this disaster has made the engineer ,architects and local authorities pay more attention on the effective seismic design of concrete structures.This project is about the numerical study on strength of reinforced beam-coltunn joints dtae to sescrc earthquake, Much leads to building collapse.Research regarding the sheau strength and ductility of the jumts has been found to be the important design to achieve satisfactory structures Universiti Teknologi Petronas 2009 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/555/1/linziana_b_mustaffa.pdf Linziana Bt Mustaffa, Linziana (2009) Numerical Study on Strength of Reinforced Beam-Column Joints. Universiti Teknologi Petronas, Sri Iskandar,Tronoh,Perak. (Unpublished) |
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The location of malaysia is not within the "Ring of Fire" zone of frequent earthquake. Thus,in Malaysia,the seismic hazard is low with high consequences. The possibilities of the building to experience thevibration when subjected to a lateral or horizontal force ground motion due to an earthquake is low. After the incident of. undersea megathrust earthquake of 2004 Indian Ocean Earthquake ,called Tsunami swept across Malaysia,this disaster has made the engineer ,architects and local authorities pay more attention on the effective seismic design of concrete structures.This project is about the numerical study on strength of reinforced beam-coltunn joints dtae to sescrc earthquake, Much leads to building collapse.Research regarding the sheau strength and ductility of the jumts has been found to be the important design to achieve satisfactory structures |
format |
Final Year Project |
author |
Linziana Bt Mustaffa, Linziana |
author_facet |
Linziana Bt Mustaffa, Linziana |
author_sort |
Linziana Bt Mustaffa, Linziana |
title |
Numerical Study on Strength of Reinforced Beam-Column Joints |
title_short |
Numerical Study on Strength of Reinforced Beam-Column Joints |
title_full |
Numerical Study on Strength of Reinforced Beam-Column Joints |
title_fullStr |
Numerical Study on Strength of Reinforced Beam-Column Joints |
title_full_unstemmed |
Numerical Study on Strength of Reinforced Beam-Column Joints |
title_sort |
numerical study on strength of reinforced beam-column joints |
publisher |
Universiti Teknologi Petronas |
publishDate |
2009 |
url |
http://utpedia.utp.edu.my/555/1/linziana_b_mustaffa.pdf http://utpedia.utp.edu.my/555/ |
_version_ |
1739830673713135616 |
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13.160551 |