EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE

The important infrastructure for supporting the land transportation system is the bridge. The bridge’s structure will decreased that caused by traffic loads, weather, environmental or others. The Cimeta Bridge is one of the important infrastructures should be checked and assessed to prevent structur...

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Main Author: Irpano Putra, Yastri
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/57195
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:57195
spelling id-itb.:571952021-07-29T09:23:03ZEVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE Irpano Putra, Yastri Indonesia Theses Nonlinear Static Pushover Analysis, bridge performance, elastic, inelastic INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/57195 The important infrastructure for supporting the land transportation system is the bridge. The bridge’s structure will decreased that caused by traffic loads, weather, environmental or others. The Cimeta Bridge is one of the important infrastructures should be checked and assessed to prevent structural failure when it designed. This study used The Bridge Management System 1992 and Uniform Building Code 1997 to analyzed in. To reassess bridge performance with current load demand are used the new regulations SNI 1725:2016 and SNI 2833:2016. Nonlinear Static Pushover Analysis is used to assess structural performance. The results of the analysis show that the bridge structure remains elastic due to initial load design, but inelastic due to current code load demand. 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 The important infrastructure for supporting the land transportation system is the bridge. The bridge’s structure will decreased that caused by traffic loads, weather, environmental or others. The Cimeta Bridge is one of the important infrastructures should be checked and assessed to prevent structural failure when it designed. This study used The Bridge Management System 1992 and Uniform Building Code 1997 to analyzed in. To reassess bridge performance with current load demand are used the new regulations SNI 1725:2016 and SNI 2833:2016. Nonlinear Static Pushover Analysis is used to assess structural performance. The results of the analysis show that the bridge structure remains elastic due to initial load design, but inelastic due to current code load demand.
format Theses
author Irpano Putra, Yastri
spellingShingle Irpano Putra, Yastri
EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
author_facet Irpano Putra, Yastri
author_sort Irpano Putra, Yastri
title EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
title_short EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
title_full EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
title_fullStr EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
title_full_unstemmed EVALUATION OF CIPULARANG TOLL BRIDGE PERFORMANCE BASED ON SNI 1725:2016 AND SNI 2833:2016 CASE STUDY OF CIMETA BRIDGE
title_sort evaluation of cipularang toll bridge performance based on sni 1725:2016 and sni 2833:2016 case study of cimeta bridge
url https://digilib.itb.ac.id/gdl/view/57195
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