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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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 |
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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.
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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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