| Issue |
E3S Web Conf.
Volume 156, 2020
4th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM 2019)
|
|
|---|---|---|
| Article Number | 05024 | |
| Number of page(s) | 4 | |
| Section | Structure | |
| DOI | https://doi.org/10.1051/e3sconf/202015605024 | |
| Published online | 13 March 2020 | |
Seismic isolation system of two hinged arch suspended-deck bridge: a case study on Kalikuto bridge - Indonesia
1 Seismic Division Manager, PT. Freyssinet Total Technology, Jakarta, Indonesia
2 Lead Structural Engineer, PT. Perentjana Djaja, Jakarta, Indonesia
3 Engineering Director, PT. Waagner Biro Indonesia, Jakarta, Indonesia
4 Senior Design Engineer, PT. Waagner Biro Indonesia, Jakarta, Indonesia
* Corresponding author: tri.suryadi@freyssinet.co.id
Seismic isolation systems are widely used in buildings, bridges, and industrial structures all over the world. The system is known for the efficiency to reduce earthquake demand and thus provide better seismic performance of the structures. In particular to application in an arch suspended-deck bridge, seismic isolation system can be a solution for the seismic resisting system due to the incapability of the cable hangers to transfer horizontal forces from excitation mass on the hanging deck to the main compression arches. Kalikuto arch bridge that is built in 2018 has implemented both Lead Rubber Bearings and Seismic Rubber Expansion Joints as the part of its seismic resisting system. These two seismic isolation devices were designed and engineered accurately to fulfil the seismic design requirements of the Kalikuto bridge. Finally, several performance tests were conducted to evaluate the design compliance of the manufactured devices.
© The Authors, published by EDP Sciences, 2020
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