Analysis of squat shear wall with different dimensions and position of opening under different type of static loads

Shear walls are usually used in high-rise building or building on high frequency of wind area as the structural element to restrain lateral forces. Openings are created on the shear wall for the architecture, ventilation or mechanical and electrical purposes. With the existence of the opening, the s...

Full description

Bibliographic Details
Main Author: Ang, Yip Hong
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12223/
http://umpir.ump.edu.my/id/eprint/12223/
http://umpir.ump.edu.my/id/eprint/12223/1/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%203.pdf
http://umpir.ump.edu.my/id/eprint/12223/6/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12223/11/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%2024%20pages.pdf
id ump-12223
recordtype eprints
spelling ump-122232016-11-14T23:40:43Z http://umpir.ump.edu.my/id/eprint/12223/ Analysis of squat shear wall with different dimensions and position of opening under different type of static loads Ang, Yip Hong TA Engineering (General). Civil engineering (General) Shear walls are usually used in high-rise building or building on high frequency of wind area as the structural element to restrain lateral forces. Openings are created on the shear wall for the architecture, ventilation or mechanical and electrical purposes. With the existence of the opening, the strength of the wall is reduced by the reduction in concrete area and the discontinuity of the reinforcement due to opening which may lead to structural failure. The main objective is to study the effect of size and position of the opening towards the structural behavior of the shear wall under different type of static loads. The analysis is done using the software ANSYS12.0. The samples are SW1, SW2, SW3, SW4, SW5, SW6, SW7 and SW8 where SW1 is solid shear wall while SW2, SW3, SW4, SW5, SW6, SW7 and SW8 are shear walls with different size and position of opening. They are analyzed by using 2 different types of loads which are uniformly distributed axial load and uniformly lateral load. From the same magnitude of loads applied towards the shear walls, they are compared by the cracking pattern and the stress distribution. Under both axial and lateral loads, it shows a significance results that the shear wall with greater opening size shows less efficiency. The position of opening further from the support shows a more significance effect towards the strength of the wall from axial load but opposite from the lateral load. Besides, the closer the position of the shear wall to the load, the less efficient it is. As a conclusion from the results, the most suitable position of the opening on the shear wall is further from the support and the loads and it shows that there is a significance effect even from a smallest opening. 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12223/1/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%203.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12223/6/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12223/11/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%2024%20pages.pdf Ang, Yip Hong (2015) Analysis of squat shear wall with different dimensions and position of opening under different type of static loads. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92183&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Ang, Yip Hong
Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
description Shear walls are usually used in high-rise building or building on high frequency of wind area as the structural element to restrain lateral forces. Openings are created on the shear wall for the architecture, ventilation or mechanical and electrical purposes. With the existence of the opening, the strength of the wall is reduced by the reduction in concrete area and the discontinuity of the reinforcement due to opening which may lead to structural failure. The main objective is to study the effect of size and position of the opening towards the structural behavior of the shear wall under different type of static loads. The analysis is done using the software ANSYS12.0. The samples are SW1, SW2, SW3, SW4, SW5, SW6, SW7 and SW8 where SW1 is solid shear wall while SW2, SW3, SW4, SW5, SW6, SW7 and SW8 are shear walls with different size and position of opening. They are analyzed by using 2 different types of loads which are uniformly distributed axial load and uniformly lateral load. From the same magnitude of loads applied towards the shear walls, they are compared by the cracking pattern and the stress distribution. Under both axial and lateral loads, it shows a significance results that the shear wall with greater opening size shows less efficiency. The position of opening further from the support shows a more significance effect towards the strength of the wall from axial load but opposite from the lateral load. Besides, the closer the position of the shear wall to the load, the less efficient it is. As a conclusion from the results, the most suitable position of the opening on the shear wall is further from the support and the loads and it shows that there is a significance effect even from a smallest opening.
format Undergraduates Project Papers
author Ang, Yip Hong
author_facet Ang, Yip Hong
author_sort Ang, Yip Hong
title Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
title_short Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
title_full Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
title_fullStr Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
title_full_unstemmed Analysis of squat shear wall with different dimensions and position of opening under different type of static loads
title_sort analysis of squat shear wall with different dimensions and position of opening under different type of static loads
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12223/
http://umpir.ump.edu.my/id/eprint/12223/
http://umpir.ump.edu.my/id/eprint/12223/1/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%203.pdf
http://umpir.ump.edu.my/id/eprint/12223/6/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12223/11/Analysis%20of%20squat%20shear%20wall%20with%20different%20dimensions%20and%20position%20of%20opening%20under%20different%20type%20of%20static%20loads%20-%2024%20pages.pdf
first_indexed 2023-09-18T22:13:39Z
last_indexed 2023-09-18T22:13:39Z
_version_ 1777415193071976448