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Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh

High-rise buildings are typically designed wall and foundation to resist the load during windstorms and earthquakes. Although performance of reinforced concrete wall foundation connection under lateral cyclic load are generally understood for construction, the research is needed to characterize the...

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Main Author: Saleh, Nurul ‘Aadila
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2012
Subjects:
Concrete
Online Access:http://ir.uitm.edu.my/id/eprint/18063/1/PPb_NURUL%20AADILA%20SALEH%20EC%2012_5.pdf
http://ir.uitm.edu.my/id/eprint/18063/
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spelling my.uitm.ir.180632017-10-31T05:54:09Z http://ir.uitm.edu.my/id/eprint/18063/ Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh Saleh, Nurul ‘Aadila Concrete High-rise buildings are typically designed wall and foundation to resist the load during windstorms and earthquakes. Although performance of reinforced concrete wall foundation connection under lateral cyclic load are generally understood for construction, the research is needed to characterize the behavior and strength of the connection between wall-foundation to develop recommendation for designing wall foundation to resist load from seismic or wind events. The nature problem of concrete such as cracking and brittleness has become major problem especially when it comes to the weaker point of a stucture which is the connection. This study is conducted to determine the structural behaviour and crack pattern of RC wall-foundation connection under cyclic loads. Based from the load displacement profile, the load-displacement profile behave linearly before reached the yield point. A crack can be seen at the line of the connection between wall and foundation. Then, the load applied was increased until the sample reached the maximum strength and after that the load started decreasing and the cracks become bigger and wider. In terms of structural behavior of the wall, the reinforcement at the center was able to develop larger strain value compared with top and bottom reinforcement. Thus, it show the structural failure most occurred at the connection that influence the strength of the connection itself. Faculty of Civil Engineering 2012 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18063/1/PPb_NURUL%20AADILA%20SALEH%20EC%2012_5.pdf Saleh, Nurul ‘Aadila (2012) Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh. [Student Project] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Concrete
spellingShingle Concrete
Saleh, Nurul ‘Aadila
Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
description High-rise buildings are typically designed wall and foundation to resist the load during windstorms and earthquakes. Although performance of reinforced concrete wall foundation connection under lateral cyclic load are generally understood for construction, the research is needed to characterize the behavior and strength of the connection between wall-foundation to develop recommendation for designing wall foundation to resist load from seismic or wind events. The nature problem of concrete such as cracking and brittleness has become major problem especially when it comes to the weaker point of a stucture which is the connection. This study is conducted to determine the structural behaviour and crack pattern of RC wall-foundation connection under cyclic loads. Based from the load displacement profile, the load-displacement profile behave linearly before reached the yield point. A crack can be seen at the line of the connection between wall and foundation. Then, the load applied was increased until the sample reached the maximum strength and after that the load started decreasing and the cracks become bigger and wider. In terms of structural behavior of the wall, the reinforcement at the center was able to develop larger strain value compared with top and bottom reinforcement. Thus, it show the structural failure most occurred at the connection that influence the strength of the connection itself.
format Student Project
author Saleh, Nurul ‘Aadila
author_facet Saleh, Nurul ‘Aadila
author_sort Saleh, Nurul ‘Aadila
title Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
title_short Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
title_full Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
title_fullStr Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
title_full_unstemmed Performance of reinforced concrete wall foundation connection under lateral cyclic load / Nurul ‘Aadila Saleh
title_sort performance of reinforced concrete wall foundation connection under lateral cyclic load / nurul ‘aadila saleh
publisher Faculty of Civil Engineering
publishDate 2012
url http://ir.uitm.edu.my/id/eprint/18063/1/PPb_NURUL%20AADILA%20SALEH%20EC%2012_5.pdf
http://ir.uitm.edu.my/id/eprint/18063/
_version_ 1685649029898174464
score 13.211869

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