Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan

Basement is required to transfer the lateral and vertical load. In this study, the plans of building in Alor Star are used to create the modeling of the basement. Two types of basement are analyzed in this study. First is actual basement and second is simplified basement. Actual basement base on...

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Main Author: Mohmmed Haasan, Mohd Khairulnizam
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2007
Online Access:https://ir.uitm.edu.my/id/eprint/18715/
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author Mohmmed Haasan, Mohd Khairulnizam
author_facet Mohmmed Haasan, Mohd Khairulnizam
author_sort Mohmmed Haasan, Mohd Khairulnizam
building UiTM Institutional Repository
collection Online Access
description Basement is required to transfer the lateral and vertical load. In this study, the plans of building in Alor Star are used to create the modeling of the basement. Two types of basement are analyzed in this study. First is actual basement and second is simplified basement. Actual basement base on the actual plan and simplified basement are simple basement that rebuild base on actual basement. LUSAS software is used as computer simulation. From LUSAS software, the basement and shear wall responses can be determined. The response values of the basement are including the displacements and stress values. Slab, wall, core wall with opening and without opening are analyzed by using LUSAS software. Both results from actual and simplified basement model of slab, wall, core wall with opening and without opening are compared to find which one have more highest strength. xiv
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format Student Project
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institution Universiti Teknologi MARA
institution_category Local University
language English
last_indexed 2025-11-14T21:57:40Z
publishDate 2007
publisher Faculty of Civil Engineering
recordtype eprints
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spelling uitm-187152018-01-17T03:11:43Z https://ir.uitm.edu.my/id/eprint/18715/ Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan Mohmmed Haasan, Mohd Khairulnizam Basement is required to transfer the lateral and vertical load. In this study, the plans of building in Alor Star are used to create the modeling of the basement. Two types of basement are analyzed in this study. First is actual basement and second is simplified basement. Actual basement base on the actual plan and simplified basement are simple basement that rebuild base on actual basement. LUSAS software is used as computer simulation. From LUSAS software, the basement and shear wall responses can be determined. The response values of the basement are including the displacements and stress values. Slab, wall, core wall with opening and without opening are analyzed by using LUSAS software. Both results from actual and simplified basement model of slab, wall, core wall with opening and without opening are compared to find which one have more highest strength. xiv Faculty of Civil Engineering 2007 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18715/1/PPb_MOHD%20KHAIRULNIZAM%20MOHMMED%20HAASAN%20EC%20P%2007.pdf Mohmmed Haasan, Mohd Khairulnizam (2007) Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan. (2007) [Student Project] (Submitted)
spellingShingle Mohmmed Haasan, Mohd Khairulnizam
Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title_full Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title_fullStr Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title_full_unstemmed Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title_short Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan
title_sort study on basement and shear wall response by using fem / mohd khairulnizam mohmmed haasan
url https://ir.uitm.edu.my/id/eprint/18715/