Cover Image

The effect of opening in shear wall / Apal Diana Othman

Reinforced concrete shear wall is commonly use in high-rise building that can provide a major part of strength and stiffness in the building structure. Therefore, the engineer must be a responsible to make a safe design for the human comfort as well. Shear wall may have one and more openings for...

Full description

Saved in:
Bibliographic Details
Main Author: Othman, Apal Diana
Format: Student Project
Language:English
Published: Faculty Of Civil Engineering 2006
Subjects:
Structural engineering
Online Access:http://ir.uitm.edu.my/id/eprint/22995/1/PPb_APAL%20DIANA%20BINTI%20OTHMAN%20EC%20P%2006_5..pdf
http://ir.uitm.edu.my/id/eprint/22995/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uitm.ir.22995
record_format eprints
spelling my.uitm.ir.229952019-02-01T02:24:06Z http://ir.uitm.edu.my/id/eprint/22995/ The effect of opening in shear wall / Apal Diana Othman Othman, Apal Diana Structural engineering Reinforced concrete shear wall is commonly use in high-rise building that can provide a major part of strength and stiffness in the building structure. Therefore, the engineer must be a responsible to make a safe design for the human comfort as well. Shear wall may have one and more openings for functional reasons. The number, location and sized of opening affects the behavior of a structure as well as stresses in shear wall. In this study, there are three model of shear wall with rectangular opening for different opening dimensions and different height of shear wall. The minimum and the maximum principle stresses obtained from the linear finite element analysis to determine the ultimate load that can be sustain for each model. The behavior of shear wall had been analyzed using LUSAS package version 13.5. Faculty Of Civil Engineering 2006-11 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/22995/1/PPb_APAL%20DIANA%20BINTI%20OTHMAN%20EC%20P%2006_5..pdf Othman, Apal Diana (2006) The effect of opening in shear wall / Apal Diana Othman. [Student Project] (Submitted)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Structural engineering
spellingShingle Structural engineering
Othman, Apal Diana
The effect of opening in shear wall / Apal Diana Othman
description Reinforced concrete shear wall is commonly use in high-rise building that can provide a major part of strength and stiffness in the building structure. Therefore, the engineer must be a responsible to make a safe design for the human comfort as well. Shear wall may have one and more openings for functional reasons. The number, location and sized of opening affects the behavior of a structure as well as stresses in shear wall. In this study, there are three model of shear wall with rectangular opening for different opening dimensions and different height of shear wall. The minimum and the maximum principle stresses obtained from the linear finite element analysis to determine the ultimate load that can be sustain for each model. The behavior of shear wall had been analyzed using LUSAS package version 13.5.
format Student Project
author Othman, Apal Diana
author_facet Othman, Apal Diana
author_sort Othman, Apal Diana
title The effect of opening in shear wall / Apal Diana Othman
title_short The effect of opening in shear wall / Apal Diana Othman
title_full The effect of opening in shear wall / Apal Diana Othman
title_fullStr The effect of opening in shear wall / Apal Diana Othman
title_full_unstemmed The effect of opening in shear wall / Apal Diana Othman
title_sort effect of opening in shear wall / apal diana othman
publisher Faculty Of Civil Engineering
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/22995/1/PPb_APAL%20DIANA%20BINTI%20OTHMAN%20EC%20P%2006_5..pdf
http://ir.uitm.edu.my/id/eprint/22995/
_version_ 1685649679350497280
score 13.211869

Similar Items