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Abstract: <br /> <br /> <br /> <br /> <br /> This thesis describes of developing mathematical model which use fiber section based on new constitutive model for concrete-filled steel tubular columns ( for next is called CFST columns), for analysis reinforced ratio...

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Main Author: (NIM 250 04 023), Caswin
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/5870
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:5870
spelling id-itb.:58702017-09-27T15:23:29Z#TITLE_ALTERNATIVE# (NIM 250 04 023), Caswin Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/5870 Abstract: <br /> <br /> <br /> <br /> <br /> This thesis describes of developing mathematical model which use fiber section based on new constitutive model for concrete-filled steel tubular columns ( for next is called CFST columns), for analysis reinforced ratio to the behavior and to the strength of short CFST section column which is represented interaction diagram, moment-curvature and curvature ductility. <br /> <br /> <br /> <br /> <br /> The result of fiber analysis was verified to the reference program. Both of the analysis has the same result. <br /> <br /> <br /> <br /> <br /> The purpose of study case analysis was to know the influence of longitudinal reinforced ratio and grade of concrete cylinder to the strength and behavior of short CFST column section which was caused by nominal axial compression and nominal moment. <br /> <br /> <br /> <br /> <br /> Several conclusion have been established in this analysis result. <br /> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Abstract: <br /> <br /> <br /> <br /> <br /> This thesis describes of developing mathematical model which use fiber section based on new constitutive model for concrete-filled steel tubular columns ( for next is called CFST columns), for analysis reinforced ratio to the behavior and to the strength of short CFST section column which is represented interaction diagram, moment-curvature and curvature ductility. <br /> <br /> <br /> <br /> <br /> The result of fiber analysis was verified to the reference program. Both of the analysis has the same result. <br /> <br /> <br /> <br /> <br /> The purpose of study case analysis was to know the influence of longitudinal reinforced ratio and grade of concrete cylinder to the strength and behavior of short CFST column section which was caused by nominal axial compression and nominal moment. <br /> <br /> <br /> <br /> <br /> Several conclusion have been established in this analysis result. <br />
format Theses
author (NIM 250 04 023), Caswin
spellingShingle (NIM 250 04 023), Caswin
#TITLE_ALTERNATIVE#
author_facet (NIM 250 04 023), Caswin
author_sort (NIM 250 04 023), Caswin
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/5870
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