DOI: 10.5937/jaes0-45144
This is an open access article distributed under the CC BY 4.0
Volume 22 article 1201 pages: 367-379
Most old steel structure railway bridges in Indonesia have deteriorated throughout their service life since they were constructed almost a century ago. However, those bridges' performance must be maintained to have essential safety issues and live extension of the railway bridge structure. Therefore, inspecting and evaluating those steel railway bridges is necessary to maintain the service requirement. Vertical deformation of the steel railway bridge caused by dynamic loadings needs to be observed. The objective of the study is to assess the old steel railway bridge by evaluating the strength characteristics of the structures against the working forces, particularly the moving, wind, and seismic loads. In order to understand the phenomena impacted by the dynamic loadings, the steel structure railway bridge was instrumented using deformation sensors, strain gages, accelerometers, and passive infrared. The steel railway bridge was analyzed using a 3D finite element model. This study discussed the influence of dynamic loadings on the steel structure railway bridge. This paper elaborates and provides suggestions to solve problems and recommended action in practice for future study. This paper may be useful for researchers and practicing engineers.
This paper is part of the study carried out in the Research Center for Transportation Technology (PR TT), National Research and Innovation Agency – BRIN, Jakarta, Indonesia, and the Civil Engineering Department of Sumatera Institute of Technology (ITERA). BRIN financed the study via National Research Budget, Research and Innovation for Advanced Indonesia scheme and LPDP grants. The authors would like to express their gratitude for the financial support received from the institutions. The authors would also be grateful to reviewers who provided constructive suggestions.
The authors declare that there is no conflict of interest regarding the publication of this article. The authors confirmed that the paper is free of plagiarism.
All authors of this manuscript are main contributors and have an equal primary role in conducting research according to their fields of expertise and publishing this article in highly reputable and globally indexed journals.
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