The behaviour of reinforced concrete squat wall

The objective of this study is to investigate the behaviour of non-rectangular RC squat walls, which are commonly used in low-rise buildings. It is important to access the performance of these walls when subjected to seismic waves because they served a crucial role in providing the lateral stiffness...

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Bibliographic Details
Main Author: Deng, Jianzhong
Other Authors: Li Bing
Format: Final Year Project (FYP)
Language:English
Published: 2016
Subjects:
Online Access:http://hdl.handle.net/10356/68255
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author Deng, Jianzhong
author2 Li Bing
author_facet Li Bing
Deng, Jianzhong
author_sort Deng, Jianzhong
collection NTU
description The objective of this study is to investigate the behaviour of non-rectangular RC squat walls, which are commonly used in low-rise buildings. It is important to access the performance of these walls when subjected to seismic waves because they served a crucial role in providing the lateral stiffness and strength of a building or structure. In direction of the objective, an experimental program was conducted using four L-shaped squat walls. The walls were subjected to different loading directions and different axial load ratio. Their performance for each case was also accessed in terms of secant stiffness, strength capacity, displacement components, curvature, crack patterns and failure mode. To validate the observations from the experimental results and further explore the behaviour of, a parametric study containing 72 cases were done using a proved-reliable non-linear finite element analysis tool (Diana). The parameters are axial load ratio, lateral loading directions, shear span ratio and longitudinal reinforcement ratio were also included as. Lastly, the effects of all parameters on the behaviour of walls are studied and concluded.
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spelling ntu-10356/682552023-03-03T16:59:14Z The behaviour of reinforced concrete squat wall Deng, Jianzhong Li Bing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The objective of this study is to investigate the behaviour of non-rectangular RC squat walls, which are commonly used in low-rise buildings. It is important to access the performance of these walls when subjected to seismic waves because they served a crucial role in providing the lateral stiffness and strength of a building or structure. In direction of the objective, an experimental program was conducted using four L-shaped squat walls. The walls were subjected to different loading directions and different axial load ratio. Their performance for each case was also accessed in terms of secant stiffness, strength capacity, displacement components, curvature, crack patterns and failure mode. To validate the observations from the experimental results and further explore the behaviour of, a parametric study containing 72 cases were done using a proved-reliable non-linear finite element analysis tool (Diana). The parameters are axial load ratio, lateral loading directions, shear span ratio and longitudinal reinforcement ratio were also included as. Lastly, the effects of all parameters on the behaviour of walls are studied and concluded. Bachelor of Engineering (Civil) 2016-05-25T04:16:49Z 2016-05-25T04:16:49Z 2016 Final Year Project (FYP) http://hdl.handle.net/10356/68255 en Nanyang Technological University 84 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Deng, Jianzhong
The behaviour of reinforced concrete squat wall
title The behaviour of reinforced concrete squat wall
title_full The behaviour of reinforced concrete squat wall
title_fullStr The behaviour of reinforced concrete squat wall
title_full_unstemmed The behaviour of reinforced concrete squat wall
title_short The behaviour of reinforced concrete squat wall
title_sort behaviour of reinforced concrete squat wall
topic DRNTU::Engineering::Civil engineering::Structures and design
url http://hdl.handle.net/10356/68255
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