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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my.utm.2412017-06-22T04:28:44Z http://eprints.utm.my/id/eprint/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/id/eprint/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/ |
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TH Building construction Marsono, Abdul Kadir Lee, Siong Wee Nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings |
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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. |
format |
Conference or Workshop Item |
author |
Marsono, Abdul Kadir Lee, Siong Wee |
author_facet |
Marsono, Abdul Kadir Lee, Siong Wee |
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Marsono, Abdul Kadir |
title |
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_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_sort |
nonlinear finite element analysis of reinforced concrete tube in tube of tall buildings |
publishDate |
2006 |
url |
http://eprints.utm.my/id/eprint/241/1/AbdulKadirMarsono2006_Nonlinearfiniteelementanalysisofreinforced.pdf http://eprints.utm.my/id/eprint/241/ http://civil.utm.my/apsec2015/about-apsec/ |
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