Probabilistic finite element analysis of steel roof truss using Ansys

Truss is one of the important components for a structure and need to be designed in such a way that they have enough strength and rigidity to satisfy the strength and serviceability limitation. So, truss required a proper method to be analyzes. Among all those methods, finite element analysis shall...

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Main Author: Khong, Jia Wei
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/13440/1/KHONG%20JIA%20WEI.pdf
http://umpir.ump.edu.my/id/eprint/13440/
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spelling my.ump.umpir.134402021-06-10T04:21:50Z http://umpir.ump.edu.my/id/eprint/13440/ Probabilistic finite element analysis of steel roof truss using Ansys Khong, Jia Wei TA Engineering (General). Civil engineering (General) Truss is one of the important components for a structure and need to be designed in such a way that they have enough strength and rigidity to satisfy the strength and serviceability limitation. So, truss required a proper method to be analyzes. Among all those methods, finite element analysis shall be one of the best methods in analyzing the truss because it can analyze complex structure without simplify the structure. However, during the designation of truss, there is a possibility that randomness and uncertainty may occur, thus probabilistic analysis shall be apply to solve this problem. Here, the study was conducted to prove that a steel roof truss under the existence of randomness and uncertainty can be analyzed by apply probabilistic finite element analysis using ANSYS. This report presents an alternative way in the designation of steel roof truss with many uncertainties. 2012 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13440/1/KHONG%20JIA%20WEI.pdf Khong, Jia Wei (2012) Probabilistic finite element analysis of steel roof truss using Ansys. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
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)
Khong, Jia Wei
Probabilistic finite element analysis of steel roof truss using Ansys
description Truss is one of the important components for a structure and need to be designed in such a way that they have enough strength and rigidity to satisfy the strength and serviceability limitation. So, truss required a proper method to be analyzes. Among all those methods, finite element analysis shall be one of the best methods in analyzing the truss because it can analyze complex structure without simplify the structure. However, during the designation of truss, there is a possibility that randomness and uncertainty may occur, thus probabilistic analysis shall be apply to solve this problem. Here, the study was conducted to prove that a steel roof truss under the existence of randomness and uncertainty can be analyzed by apply probabilistic finite element analysis using ANSYS. This report presents an alternative way in the designation of steel roof truss with many uncertainties.
format Undergraduates Project Papers
author Khong, Jia Wei
author_facet Khong, Jia Wei
author_sort Khong, Jia Wei
title Probabilistic finite element analysis of steel roof truss using Ansys
title_short Probabilistic finite element analysis of steel roof truss using Ansys
title_full Probabilistic finite element analysis of steel roof truss using Ansys
title_fullStr Probabilistic finite element analysis of steel roof truss using Ansys
title_full_unstemmed Probabilistic finite element analysis of steel roof truss using Ansys
title_sort probabilistic finite element analysis of steel roof truss using ansys
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/13440/1/KHONG%20JIA%20WEI.pdf
http://umpir.ump.edu.my/id/eprint/13440/
_version_ 1703960773336760320
score 13.160551