Finite element analysis of shear wall / Irwan J Ibrahim

Engineers now routinely have access to highly capable 3D analysis packages often including the ability to use finite element. More and more structures are being analyzed in 3D and various method of modeling. We are certainly being faced with increasingly frequently asked question relating to the...

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Bibliographic Details
Main Author: J Ibrahim, Irwan
Format: Student Project
Language:English
Published: Faculty Of Civil Engineering 2006
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/21650/
http://ir.uitm.edu.my/id/eprint/21650/1/PPb_IRWAN%20J.%20IBRAHIM%20EC%20P%2006.pdf
id uitm-21650
recordtype eprints
spelling uitm-216502018-10-23T04:43:42Z http://ir.uitm.edu.my/id/eprint/21650/ Finite element analysis of shear wall / Irwan J Ibrahim J Ibrahim, Irwan Finite element method Shear (Mechanics) Engineers now routinely have access to highly capable 3D analysis packages often including the ability to use finite element. More and more structures are being analyzed in 3D and various method of modeling. We are certainly being faced with increasingly frequently asked question relating to the modeling of shear and core wall systems using existing modeling method. It seems that there are many texts dealing with the theoretical aspects of finite elements analysis, there are almost none that provide practical advice to engineers wishing to make use of this technology. This research will touch the idealization modeling aspect for shear wall by using LUSAS program. Shear wall will be modeled through column analogy method, plane stress method and 3-dimensional method. By referring to the comparison of the 3 models, it can be shown that 3-dimensional model is the best model between the three models. Faculty Of Civil Engineering 2006-12-01 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/21650/1/PPb_IRWAN%20J.%20IBRAHIM%20EC%20P%2006.pdf J Ibrahim, Irwan (2006) Finite element analysis of shear wall / Irwan J Ibrahim. [Student Project] (Submitted)
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
topic Finite element method
Shear (Mechanics)
spellingShingle Finite element method
Shear (Mechanics)
J Ibrahim, Irwan
Finite element analysis of shear wall / Irwan J Ibrahim
description Engineers now routinely have access to highly capable 3D analysis packages often including the ability to use finite element. More and more structures are being analyzed in 3D and various method of modeling. We are certainly being faced with increasingly frequently asked question relating to the modeling of shear and core wall systems using existing modeling method. It seems that there are many texts dealing with the theoretical aspects of finite elements analysis, there are almost none that provide practical advice to engineers wishing to make use of this technology. This research will touch the idealization modeling aspect for shear wall by using LUSAS program. Shear wall will be modeled through column analogy method, plane stress method and 3-dimensional method. By referring to the comparison of the 3 models, it can be shown that 3-dimensional model is the best model between the three models.
format Student Project
author J Ibrahim, Irwan
author_facet J Ibrahim, Irwan
author_sort J Ibrahim, Irwan
title Finite element analysis of shear wall / Irwan J Ibrahim
title_short Finite element analysis of shear wall / Irwan J Ibrahim
title_full Finite element analysis of shear wall / Irwan J Ibrahim
title_fullStr Finite element analysis of shear wall / Irwan J Ibrahim
title_full_unstemmed Finite element analysis of shear wall / Irwan J Ibrahim
title_sort finite element analysis of shear wall / irwan j ibrahim
publisher Faculty Of Civil Engineering
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/21650/
http://ir.uitm.edu.my/id/eprint/21650/1/PPb_IRWAN%20J.%20IBRAHIM%20EC%20P%2006.pdf
first_indexed 2023-09-18T23:07:02Z
last_indexed 2023-09-18T23:07:02Z
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