Bridge construction cost saving from using LRB (Lead Rubber Bearing) in the area prone to earthquake, Kenteng bridge case study

Ariono Dhanis; Herdianto Arifin; Iwan Zarkasi

doi:10.1051/e3sconf/202015605018

All issues

Volume 156 (2020)

E3S Web Conf., 156 (2020) 05018

References

Open Access

Issue		E3S Web Conf. Volume 156, 2020 4^th International Conference on Earthquake Engineering & Disaster Mitigation (ICEEDM 2019)


Article Number		05018
Number of page(s)		4
Section		Structure
DOI		https://doi.org/10.1051/e3sconf/202015605018
Published online		13 March 2020

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[1] Anonim, Pembebanan Untuk Jembatan (Indonesia Bridge Loading Code: National Standard) SNI 1725:2016. (2016) [Google Scholar]

[2] Anonim, Perencanaan Jembatan terhadap Beban Gempa (Earthquake Bridge Loading: National Standard) SNI 2833:2016. (2016) [Google Scholar]

[3] Hermani, Wahyuningsih Tri, J. Infrastruktur 5 (01) (2019) [Google Scholar]

[4] Imran, Iswandi, Konsep Perancangan Struktur Jembatan di Wilayah Rawan Gempa (Structural Design in Earthquake Prone Area), Naskah Kuliah (2018) [Google Scholar]

[5] PT. Trans Marga Jateng, Kenteng Bridge Bill of Quantity. (2018) [Google Scholar]

[6] PUSJATAN, Pasopati Bridge Inspection Plan. (2016) [Google Scholar]

[7] Suryadi, Tri, Sliding Isolation Pendulum Bearing for Holtekam Bridge as Earthquake Mitigation Solution, HPJI Paper. (2016) [Google Scholar]