Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge)
Existing special bridges such as cable-stayed bridges which are complex in structure need to be evaluated against SNI 1725:2016 and SNI 2833:2016. Dr. Ir. Soekarno Bridge located in Manado, North Sulawesi, was used as case study. Analysis based on the performance of the bridge was conducted using th...
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| Format: | Article |
| Language: | English |
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Institut Teknologi Bandung
2020-04-01
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| Series: | Jurnal Teknik Sipil |
| Subjects: | |
| Online Access: | http://journals.itb.ac.id/index.php/jts/article/view/8937/pdf_30 |
| _version_ | 1819263094904324096 |
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| author | Frans Sinatra Muhammad Riyansyah Made Suarjana |
| author_facet | Frans Sinatra Muhammad Riyansyah Made Suarjana |
| author_sort | Frans Sinatra |
| collection | DOAJ |
| description | Existing special bridges such as cable-stayed bridges which are complex in structure need to be evaluated against SNI 1725:2016 and SNI 2833:2016. Dr. Ir. Soekarno Bridge located in Manado, North Sulawesi, was used as case study. Analysis based on the performance of the bridge was conducted using the Nonlinear Static Pushover Analysis (NSPA) with three different load distributions and Nonlinear Time History Analysis (NLTHA). Due to the standard load of the bridge, the deflection was still below the allowable deflection. Girder has an overstress of 12% in the Service Ic combination. The cable also has overstress in Cable 7 between 0.4% and 6.2%. Lower segment pylon capacity was exceeded by earthquake load combination of 28%. Bridge performance shows that the bridge structure was at fully operational performance level and the element performance was at immediate occupancy level, each method shows different result in base shear and displacement. The result shows that re-evaluation for existing special bridges is required. The bridge performance has different base shear and displacement for each method. Nonlinear Time History Analysis is the better option for special bridge, Nonlinear Static Pushover Analysis method requires a further study to determine the ideal load distribution for special bridge because the load distribution is crucial to determine the result of pushover analysis. |
| first_indexed | 2024-12-23T20:08:08Z |
| format | Article |
| id | doaj.art-205f84c598d6463f989e061c9875f7e9 |
| institution | Directory Open Access Journal |
| issn | 0853-2982 2549-2659 |
| language | English |
| last_indexed | 2024-12-23T20:08:08Z |
| publishDate | 2020-04-01 |
| publisher | Institut Teknologi Bandung |
| record_format | Article |
| series | Jurnal Teknik Sipil |
| spelling | doaj.art-205f84c598d6463f989e061c9875f7e92022-12-21T17:32:52ZengInstitut Teknologi BandungJurnal Teknik Sipil0853-29822549-26592020-04-01271395010.5614/jts.2020.27.1.6Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge)Frans Sinatra0Muhammad Riyansyah1Made Suarjana2National Road Implementation Office Staff XVInstitut Teknologi BandungInstitut Teknologi BandungExisting special bridges such as cable-stayed bridges which are complex in structure need to be evaluated against SNI 1725:2016 and SNI 2833:2016. Dr. Ir. Soekarno Bridge located in Manado, North Sulawesi, was used as case study. Analysis based on the performance of the bridge was conducted using the Nonlinear Static Pushover Analysis (NSPA) with three different load distributions and Nonlinear Time History Analysis (NLTHA). Due to the standard load of the bridge, the deflection was still below the allowable deflection. Girder has an overstress of 12% in the Service Ic combination. The cable also has overstress in Cable 7 between 0.4% and 6.2%. Lower segment pylon capacity was exceeded by earthquake load combination of 28%. Bridge performance shows that the bridge structure was at fully operational performance level and the element performance was at immediate occupancy level, each method shows different result in base shear and displacement. The result shows that re-evaluation for existing special bridges is required. The bridge performance has different base shear and displacement for each method. Nonlinear Time History Analysis is the better option for special bridge, Nonlinear Static Pushover Analysis method requires a further study to determine the ideal load distribution for special bridge because the load distribution is crucial to determine the result of pushover analysis.http://journals.itb.ac.id/index.php/jts/article/view/8937/pdf_30bridge performancenonnlinear static pushover analysisonlinear time history analysis |
| spellingShingle | Frans Sinatra Muhammad Riyansyah Made Suarjana Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) Jurnal Teknik Sipil bridge performance nonnlinear static pushover analysis onlinear time history analysis |
| title | Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) |
| title_full | Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) |
| title_fullStr | Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) |
| title_full_unstemmed | Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) |
| title_short | Performance Evaluation of Existing Special Bridges in Indonesia Based on SNI 1725:2016 AND SNI 2833:2016 (Case Study of Dr. Ir. Soekarno Bridge) |
| title_sort | performance evaluation of existing special bridges in indonesia based on sni 1725 2016 and sni 2833 2016 case study of dr ir soekarno bridge |
| topic | bridge performance nonnlinear static pushover analysis onlinear time history analysis |
| url | http://journals.itb.ac.id/index.php/jts/article/view/8937/pdf_30 |
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