Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)

Structural Evaluation of Railway Warren Steel Truss Bridge with Span Length of 42 Meter According to SNI 2833:2016 and Earthquake Hazard Map 2017

Authors
Bagus Soebandono, Taufiq Ilham Maulana, Raka Putra Ismayana, Bintang Noorrohmad Wahyu Nugroho, Ariq Naufal Anam
Corresponding Author
Bagus Soebandono
Available Online October 2019.
DOI
https://doi.org/10.2991/icosite-19.2019.18How to use a DOI?
Keywords
railway bridges, warren steel truss, structural evaluation, earthquake hazard map 2017, SNI 2833:2016
Abstract
Railway bridge with the warren type truss structure in the Sumatera region is an infrastructure has existed since the Dutch colonial era. Bridge is used as a mode transportation for natural resources of coal. The construction of railway bridge must always be monitored and evaluated for the feasibility of the structure, especially for earthquake load. This is due to change the latest of earthquake hazard maps and regulations regarding earthquake load. The research used SNI 2833:2016 regulations, about bridge planning for earthquake load and 2017 earthquake hazard maps, by modelling the 42 meter warren type of truss structure using SAP2000 V.21 software. The results of the research indicate that, the largest of mode shape value occurs UZ point with the 6 mode number of 0,82536 displacement unit and a period value of 0,075276 second. The largest of period (T) value occurs in 1 mode number of 0,37002 second. The maximum displacement occurs U3 point at the joint 25 of 36,437377 mm opposites the axis. The value of displacement in the direction of U3 is smaller than the value of allowed deflection of 52,5 mm. Then, at the stress control, there are 13 frames that have overstressed and the maximum stressed of frame occurs on the pressure frame, the IWF150.150.7.10 frame has the Pu value of 22,462 tons with a nominal compressive capacity (Pn) of 12,612 tons. Based on the 3 reviews, it can be concluded that, the bridge structure requires structural reinforcement on cross girder 1 (IWF1100.400.16.28), 2(IWF1100.400.16.28) and 7(IWF1100.400.16.28) frames and on wind bracing 13 to 22 (IWF150.150.7.10) frames
Open Access
This is an open access article distributed under the CC BY-NC license.

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Cite this article

TY  - CONF
AU  - Bagus Soebandono
AU  - Taufiq Ilham Maulana
AU  - Raka Putra Ismayana
AU  - Bintang Noorrohmad Wahyu Nugroho
AU  - Ariq Naufal Anam
PY  - 2019/10
DA  - 2019/10
TI  - Structural Evaluation of Railway Warren Steel Truss Bridge with Span Length of 42 Meter According to SNI 2833:2016 and Earthquake Hazard Map 2017
BT  - Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)
PB  - Atlantis Press
SP  - 89
EP  - 94
SN  - 2352-5401
UR  - https://doi.org/10.2991/icosite-19.2019.18
DO  - https://doi.org/10.2991/icosite-19.2019.18
ID  - Soebandono2019/10
ER  -