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Abstract: <br /> <br /> <br /> <br /> <br /> This thesis to discuss regarding influence of stiffener toward lateral buckling steel structures with utilized finite element method, especially I beam with thin walled structures. <br /> <br /> <br /&...

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Main Author: Butarbutar-NIM : 25089028, Sopar
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/9302
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:9302
spelling id-itb.:93022017-09-27T15:23:32Z#TITLE_ALTERNATIVE# Butarbutar-NIM : 25089028, Sopar Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/9302 Abstract: <br /> <br /> <br /> <br /> <br /> This thesis to discuss regarding influence of stiffener toward lateral buckling steel structures with utilized finite element method, especially I beam with thin walled structures. <br /> <br /> <br /> <br /> <br /> The analysis base on finite element formulation, with using rectangular element. This discussion are limited only elastic condition. <br /> <br /> <br /> <br /> <br /> The programme execution result showing that is stiffner having the influence to lateral buckling, there is improve critical load beam structures. The total amount of improvement depend on loading caracteristic, beam structures and stiffener. 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 to discuss regarding influence of stiffener toward lateral buckling steel structures with utilized finite element method, especially I beam with thin walled structures. <br /> <br /> <br /> <br /> <br /> The analysis base on finite element formulation, with using rectangular element. This discussion are limited only elastic condition. <br /> <br /> <br /> <br /> <br /> The programme execution result showing that is stiffner having the influence to lateral buckling, there is improve critical load beam structures. The total amount of improvement depend on loading caracteristic, beam structures and stiffener.
format Theses
author Butarbutar-NIM : 25089028, Sopar
spellingShingle Butarbutar-NIM : 25089028, Sopar
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author_facet Butarbutar-NIM : 25089028, Sopar
author_sort Butarbutar-NIM : 25089028, Sopar
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/9302
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