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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Faculty of Civil Engineering
2007
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| Online Access: | http://ir.uitm.edu.my/id/eprint/18715/1/PPb_MOHD%20KHAIRULNIZAM%20MOHMMED%20HAASAN%20EC%20P%2007.pdf http://ir.uitm.edu.my/id/eprint/18715/ |
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my.uitm.ir.187152018-01-17T03:11:43Z http://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 http://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. [Student Project] (Submitted) |
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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.
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| format |
Student Project |
| author |
Mohmmed Haasan, Mohd Khairulnizam |
| spellingShingle |
Mohmmed Haasan, Mohd Khairulnizam Study on Basement and Shear wall response by using fem / Mohd Khairulnizam Mohmmed Haasan |
| author_facet |
Mohmmed Haasan, Mohd Khairulnizam |
| author_sort |
Mohmmed Haasan, Mohd Khairulnizam |
| title |
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_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_sort |
study on basement and shear wall response by
using fem / mohd khairulnizam mohmmed haasan |
| publisher |
Faculty of Civil Engineering |
| publishDate |
2007 |
| url |
http://ir.uitm.edu.my/id/eprint/18715/1/PPb_MOHD%20KHAIRULNIZAM%20MOHMMED%20HAASAN%20EC%20P%2007.pdf http://ir.uitm.edu.my/id/eprint/18715/ |
| _version_ |
1685649119895355392 |
| score |
13.211869 |