ANALISYS OF EXISTING CONDITIONS FOR EVALUATING PERFORMANCE CIPADAâS BRIDGE
A bridge is one of the important infrastructure supporting the land transportation system. The bridge’s structure will decreased that caused by traffic loads, weather, environmental or others. The Cipada Bridge is one of the important infrastructures which had a deteriorate condition, such as dis...
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| Main Author: | |
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/37057 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | A bridge is one of the important infrastructure supporting the land transportation
system. The bridge’s structure will decreased that caused by traffic loads, weather,
environmental or others. The Cipada Bridge is one of the important infrastructures
which had a deteriorate condition, such as displaced piers and cracked section.
Further deterioration should be checked and assessed to prevent structural failure
when it designed. The Bridge Management System 1992 and Uniform Building
Code 1997 are used to analyzed in this study. The new regulations SNI 1725:2016
and SNI 2833:2016 are used to reassess bridge performance with current load
demand. 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. Analysis result
shows the structural performance is Immediate Occupancy with drift value of
0.822%. |
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