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SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING

Earthquake is a natural phenomenon that result from the sudden energy released in the Earth’s crust. Nowadays, Malaysia is no longer free from seismic hazard as few tremors recorded in recent year. The impact of earthquake on building have to take seriously especially for low rise building as the vi...

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Main Author: MUHAMMAD ‘IZZAT, ISHAK
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak, (UNIMAS) 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://ir.unimas.my/id/eprint/37537/1/MUHAMMAD%20%E2%80%98IZZAT%20BIN%20ISHAK%2024pgs.pdf
http://ir.unimas.my/id/eprint/37537/4/M%20%E2%80%98IZZAT%20%20ft.pdf
http://ir.unimas.my/id/eprint/37537/
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spelling my.unimas.ir.375372024-01-30T07:15:51Z http://ir.unimas.my/id/eprint/37537/ SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING MUHAMMAD ‘IZZAT, ISHAK TA Engineering (General). Civil engineering (General) Earthquake is a natural phenomenon that result from the sudden energy released in the Earth’s crust. Nowadays, Malaysia is no longer free from seismic hazard as few tremors recorded in recent year. The impact of earthquake on building have to take seriously especially for low rise building as the vibration resonate closer to shorter building. Therefore, the main purpose of this research is to study seismic performance of shear wall with different thickness and width for low rise building. The model of shear wall is analysed by using nonlinear static pushover analysis (POA) and nonlinear dynamic time history analysis (NLTHA). Both analysis is observed based on the maximum displacement and peak ground acceleration (PGA) at top of shear wall. In conclusion, increased thickness of shear wall are able to minimise the displacement. Besides, increased the width of shear wall in POA had improve the performance against earthquake. Meanwhile, increased the width of shear wall in NLTHA resulted the PGA value decreased. Universiti Malaysia Sarawak, (UNIMAS) 2019 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/37537/1/MUHAMMAD%20%E2%80%98IZZAT%20BIN%20ISHAK%2024pgs.pdf text en http://ir.unimas.my/id/eprint/37537/4/M%20%E2%80%98IZZAT%20%20ft.pdf MUHAMMAD ‘IZZAT, ISHAK (2019) SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
MUHAMMAD ‘IZZAT, ISHAK
SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
description Earthquake is a natural phenomenon that result from the sudden energy released in the Earth’s crust. Nowadays, Malaysia is no longer free from seismic hazard as few tremors recorded in recent year. The impact of earthquake on building have to take seriously especially for low rise building as the vibration resonate closer to shorter building. Therefore, the main purpose of this research is to study seismic performance of shear wall with different thickness and width for low rise building. The model of shear wall is analysed by using nonlinear static pushover analysis (POA) and nonlinear dynamic time history analysis (NLTHA). Both analysis is observed based on the maximum displacement and peak ground acceleration (PGA) at top of shear wall. In conclusion, increased thickness of shear wall are able to minimise the displacement. Besides, increased the width of shear wall in POA had improve the performance against earthquake. Meanwhile, increased the width of shear wall in NLTHA resulted the PGA value decreased.
format Final Year Project Report
author MUHAMMAD ‘IZZAT, ISHAK
author_facet MUHAMMAD ‘IZZAT, ISHAK
author_sort MUHAMMAD ‘IZZAT, ISHAK
title SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
title_short SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
title_full SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
title_fullStr SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
title_full_unstemmed SEISMIC PERFORMANCE OF SHEAR WALL WITH DIFFERENT THICKNESS AND WIDTH FOR LOW RISE BUILDING
title_sort seismic performance of shear wall with different thickness and width for low rise building
publisher Universiti Malaysia Sarawak, (UNIMAS)
publishDate 2019
url http://ir.unimas.my/id/eprint/37537/1/MUHAMMAD%20%E2%80%98IZZAT%20BIN%20ISHAK%2024pgs.pdf
http://ir.unimas.my/id/eprint/37537/4/M%20%E2%80%98IZZAT%20%20ft.pdf
http://ir.unimas.my/id/eprint/37537/
_version_ 1789945488436363264
score 13.160551

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