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Finite element analysis of steel frame high rise using ANSYS

This research deals with the analysis of a high rise frame by using both manual calculation and ANSYS program with the probabilistic method. By using this analysis, behaviors of the structure, such as stress, strain, deflection and deformation can be determined. The structure will then be checked ac...

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Main Author: Yap, Kai Xiang
Format: Undergraduates Project Papers
Language:English
Published: 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/26223/1/Finite%20element%20analysis%20of%20steel%20frame%20high%20rise.pdf
http://umpir.ump.edu.my/id/eprint/26223/
https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7887
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spelling my.ump.umpir.262232019-10-25T03:44:11Z http://umpir.ump.edu.my/id/eprint/26223/ Finite element analysis of steel frame high rise using ANSYS Yap, Kai Xiang TA Engineering (General). Civil engineering (General) This research deals with the analysis of a high rise frame by using both manual calculation and ANSYS program with the probabilistic method. By using this analysis, behaviors of the structure, such as stress, strain, deflection and deformation can be determined. The structure will then be checked according to Eurocode 3 to determine whether its behaviors pass all the code checking. Portal frame is commonly used for industrial building, but not for residential building. Thus, an existing reinforced concrete portal frame was used as the basis for the steel portal frame modeling and analysis. Due to the better quality of steel and low overall constructing cost, steel with 500 N/mm2 of yield strength was chosen for the portal frame analysis. Throughout the analysis, the materials and geometry used for the structure were satisfied for this research since it passed all the code checking. From the results obtained from simulation process, we able to know the real behaviors of the structure under random input parameters. Besides, results of cumulative distribution function, histogram plot, sensitivity plot and sample history plot by 10000 times of simulation were obtained through probabilistic analysis. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26223/1/Finite%20element%20analysis%20of%20steel%20frame%20high%20rise.pdf Yap, Kai Xiang (2018) Finite element analysis of steel frame high rise using ANSYS. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7887
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Yap, Kai Xiang
Finite element analysis of steel frame high rise using ANSYS
description This research deals with the analysis of a high rise frame by using both manual calculation and ANSYS program with the probabilistic method. By using this analysis, behaviors of the structure, such as stress, strain, deflection and deformation can be determined. The structure will then be checked according to Eurocode 3 to determine whether its behaviors pass all the code checking. Portal frame is commonly used for industrial building, but not for residential building. Thus, an existing reinforced concrete portal frame was used as the basis for the steel portal frame modeling and analysis. Due to the better quality of steel and low overall constructing cost, steel with 500 N/mm2 of yield strength was chosen for the portal frame analysis. Throughout the analysis, the materials and geometry used for the structure were satisfied for this research since it passed all the code checking. From the results obtained from simulation process, we able to know the real behaviors of the structure under random input parameters. Besides, results of cumulative distribution function, histogram plot, sensitivity plot and sample history plot by 10000 times of simulation were obtained through probabilistic analysis.
format Undergraduates Project Papers
author Yap, Kai Xiang
author_facet Yap, Kai Xiang
author_sort Yap, Kai Xiang
title Finite element analysis of steel frame high rise using ANSYS
title_short Finite element analysis of steel frame high rise using ANSYS
title_full Finite element analysis of steel frame high rise using ANSYS
title_fullStr Finite element analysis of steel frame high rise using ANSYS
title_full_unstemmed Finite element analysis of steel frame high rise using ANSYS
title_sort finite element analysis of steel frame high rise using ansys
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/26223/1/Finite%20element%20analysis%20of%20steel%20frame%20high%20rise.pdf
http://umpir.ump.edu.my/id/eprint/26223/
https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7887
_version_ 1648741272495587328
score 13.211869

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