Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings

The non-linear finite The non-linear finite element analysis (NLFEA) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via...

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Main Authors: Marsono, Abdul Kadir, Lee, Siong Wee
Format: Conference or Workshop Item
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/241/
http://eprints.utm.my/241/1/AbdulKadirMarsono2006_Nonlinearfiniteelementanalysisofreinforced.pdf
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author Marsono, Abdul Kadir
Lee, Siong Wee
author_facet Marsono, Abdul Kadir
Lee, Siong Wee
author_sort Marsono, Abdul Kadir
building UTeM Institutional Repository
collection Online Access
description The non-linear finite The non-linear finite element analysis (NLFEA) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely COSMOS/M are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting NLFEA quarter model of tube in tube type of tall building structures.element analysis (nlfea) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely cosmos/m are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting nlfea quarter model of tube in tube type of tall building structures.
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publishDate 2006
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spelling utm-2412017-06-22T04:28:44Z http://eprints.utm.my/241/ Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings Marsono, Abdul Kadir Lee, Siong Wee TH Building construction The non-linear finite The non-linear finite element analysis (NLFEA) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely COSMOS/M are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting NLFEA quarter model of tube in tube type of tall building structures.element analysis (nlfea) has potential as a readily usable and reliable means for analyzing of civil structures with the availability of computer technology. The structural behaviors and mode of failure of reinforced concrete tube in tube tall building via application of computer program namely cosmos/m are presented. Three dimensional quarter model was carried out and the method used for this study is based on non-linearity of material. A substantial improvement in accuracy is achieved by modifying a quarter model leading deformed shape of overall tube in tube tall building to double curvature. The ultimate structural behaviors of reinforced concrete tube in tube tall building were achieved by concrete failed in cracking and crushing. The model presented in this paper put an additional recommendation to practicing engineers in conducting nlfea quarter model of tube in tube type of tall building structures. 2006-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/241/1/AbdulKadirMarsono2006_Nonlinearfiniteelementanalysisofreinforced.pdf Marsono, Abdul Kadir and Lee, Siong Wee (2006) Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings. In: 6th Asia-Pacific Structural Engineering and Construction Conference (APSEC 2006), 5-6 September 2006, Kuala Lumpur, Malaysia. http://civil.utm.my/apsec2015/about-apsec/
spellingShingle TH Building construction
Marsono, Abdul Kadir
Lee, Siong Wee
Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title_full Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title_fullStr Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title_full_unstemmed Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title_short Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
title_sort nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings
topic TH Building construction
url http://eprints.utm.my/241/
http://eprints.utm.my/241/
http://eprints.utm.my/241/1/AbdulKadirMarsono2006_Nonlinearfiniteelementanalysisofreinforced.pdf