Frame analysis of reinforced concrete shear walls with openings

There are several types of analysis methods available for analysing shear walls of the building structures. Frame analyses is one of the methods, and were used in this study to determine the ultimate strength of reinforced concrete coupled shear wall structures and its structural behaviour under lat...

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Main Author: Wahid, Norlizan
Format: Thesis
Language:English
Published: 2007
Subjects:
Online Access:http://eprints.utm.my/id/eprint/7347/1/NorlizanWahidMFKA2007.pdf
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spelling my-utm-ep.73472018-08-30T08:03:54Z Frame analysis of reinforced concrete shear walls with openings 2007-04 Wahid, Norlizan TH Building construction TA Engineering (General). Civil engineering (General) There are several types of analysis methods available for analysing shear walls of the building structures. Frame analyses is one of the methods, and were used in this study to determine the ultimate strength of reinforced concrete coupled shear wall structures and its structural behaviour under lateral loading. Multiframe Version 5.16 software which based on linear (first-order elastic) analysis method were used to analyse the shear wall models adopted from previous research. Results show that linear elastic of frame analysis method was overestimating the ultimate strength of shear wall models and not reliable enough for this analysis compared to analytical Continuous Connection Method (CCM) and Non-Linear Finite Element Analysis (NLFEA) method. The difference was about four times higher than the experimental results being conducted by the previous researcher. However the structural behaviour of walls and its coupling beam at ultimate condition was still pose similar behaviour to the observation made on the experimental test and Non-Linear Finite Element Analysis (NLFEA). 2007-04 Thesis http://eprints.utm.my/id/eprint/7347/ http://eprints.utm.my/id/eprint/7347/1/NorlizanWahidMFKA2007.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:101 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TH Building construction
TH Building construction
spellingShingle TH Building construction
TH Building construction
Wahid, Norlizan
Frame analysis of reinforced concrete shear walls with openings
description There are several types of analysis methods available for analysing shear walls of the building structures. Frame analyses is one of the methods, and were used in this study to determine the ultimate strength of reinforced concrete coupled shear wall structures and its structural behaviour under lateral loading. Multiframe Version 5.16 software which based on linear (first-order elastic) analysis method were used to analyse the shear wall models adopted from previous research. Results show that linear elastic of frame analysis method was overestimating the ultimate strength of shear wall models and not reliable enough for this analysis compared to analytical Continuous Connection Method (CCM) and Non-Linear Finite Element Analysis (NLFEA) method. The difference was about four times higher than the experimental results being conducted by the previous researcher. However the structural behaviour of walls and its coupling beam at ultimate condition was still pose similar behaviour to the observation made on the experimental test and Non-Linear Finite Element Analysis (NLFEA).
format Thesis
qualification_level Master's degree
author Wahid, Norlizan
author_facet Wahid, Norlizan
author_sort Wahid, Norlizan
title Frame analysis of reinforced concrete shear walls with openings
title_short Frame analysis of reinforced concrete shear walls with openings
title_full Frame analysis of reinforced concrete shear walls with openings
title_fullStr Frame analysis of reinforced concrete shear walls with openings
title_full_unstemmed Frame analysis of reinforced concrete shear walls with openings
title_sort frame analysis of reinforced concrete shear walls with openings
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2007
url http://eprints.utm.my/id/eprint/7347/1/NorlizanWahidMFKA2007.pdf
_version_ 1747814710376398848