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/7347/1/NorlizanWahidMFKA2007.pdf
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author Wahid, Norlizan
author_facet Wahid, Norlizan
author_sort Wahid, Norlizan
collection ePrints
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).
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spelling utm.eprints-73472018-08-30T08:03:54Z http://eprints.utm.my/7347/ Frame analysis of reinforced concrete shear walls with openings 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 NonPeerReviewed application/pdf en http://eprints.utm.my/7347/1/NorlizanWahidMFKA2007.pdf Wahid, Norlizan (2007) Frame analysis of reinforced concrete shear walls with openings. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:101
spellingShingle TH Building construction
TA Engineering (General). Civil engineering (General)
Wahid, Norlizan
Frame analysis of reinforced concrete shear walls with openings
title 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_short Frame analysis of reinforced concrete shear walls with openings
title_sort frame analysis of reinforced concrete shear walls with openings
topic TH Building construction
TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/7347/1/NorlizanWahidMFKA2007.pdf
work_keys_str_mv AT wahidnorlizan frameanalysisofreinforcedconcreteshearwallswithopenings