Design of reinforced concrete walls with openings - strut-and-tie approach

To date limited research on the seismic behaviourof walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [A1] and NZS 3101 [N6] codes. However, the behaviour of the...

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Main Authors: Li, Bing., Wu, Hui.
Other Authors: School of Civil and Environmental Engineering
Format: Research Report
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/5192
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Institution: Nanyang Technological University
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spelling sg-ntu-dr.10356-51922023-03-03T16:47:18Z Design of reinforced concrete walls with openings - strut-and-tie approach Li, Bing. Wu, Hui. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design To date limited research on the seismic behaviourof walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [A1] and NZS 3101 [N6] codes. However, the behaviour of the structural walls with irregular openings subjected to seismic loadings and the details of the design procedures have not been adequately addressed. Therefore, experimental and analytical studies on the seismic design of walls with irregular openings were performed in this study. 2008-09-17T10:31:36Z 2008-09-17T10:31:36Z 2005 2005 Research Report http://hdl.handle.net/10356/5192 Nanyang Technological University application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Li, Bing.
Wu, Hui.
Design of reinforced concrete walls with openings - strut-and-tie approach
description To date limited research on the seismic behaviourof walls with irregular openings has been conducted, and a general design recommendation based on the strut-and-tie models and the capacity design procedures has been provided by the ACI 318 [A1] and NZS 3101 [N6] codes. However, the behaviour of the structural walls with irregular openings subjected to seismic loadings and the details of the design procedures have not been adequately addressed. Therefore, experimental and analytical studies on the seismic design of walls with irregular openings were performed in this study.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Li, Bing.
Wu, Hui.
format Research Report
author Li, Bing.
Wu, Hui.
author_sort Li, Bing.
title Design of reinforced concrete walls with openings - strut-and-tie approach
title_short Design of reinforced concrete walls with openings - strut-and-tie approach
title_full Design of reinforced concrete walls with openings - strut-and-tie approach
title_fullStr Design of reinforced concrete walls with openings - strut-and-tie approach
title_full_unstemmed Design of reinforced concrete walls with openings - strut-and-tie approach
title_sort design of reinforced concrete walls with openings - strut-and-tie approach
publishDate 2008
url http://hdl.handle.net/10356/5192
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