STRUCTURAL EVALUATION ON PEDESTRIAN BRIDGE CONSTRUCTED OF TRUSS STRUCTURE AND CASTELLATED BEAM

Arief Panjaitan

Abstract


A pedestrian bridge is a structure linking a pedestrian or bike path over or around a major roadway, railway, or waterway. The truss bridge (TRB) and the bridge with a castellated beam (CBB) are the common models of the pedestrian bridge. Past studies have revealed the structural behavior of TRB and CBB, but the performances of both bridges have not yet been comparatively confirmed. This study examined the TRB and CBB structural performances to obtain the better bridge model due to applied loading. The research was started by establishing the bridge models and employing the load combinations. The analysis resulted in the internal forces and they were used to design the bridges. The design is referred to as the SNI-1729-2020. This research revealed that the TRB exhibited structural performances, i.e., deflection and internal force, better than those of the CBB. Nevertheless, due to the many steel members, the TRB presented a heavier bridge than the CBB.

Keywords


Structural evaluation; Pedestrian bridge; Truss structure; Castellated beam; Internal force; Deflection

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References


Ali, S., Thambiratnam, D., Liu, X., Fawzia, S. 2020. Numerical study of pedestrian suspension bridge with innovative composite deck. Heliyon, 6 (2020), pp. 1-12

Belykh, I., Jeter, R., Belykh, V. 2017. Foot force models of crowd dynamics on a wobbly bridge. Science Advance, 3, pp. 1-12.

Chang-jun, Z., Dai-ping, C., Xiao., Q., Chang-sheng, Z. 2011. Research on reasonable structure forms of pedestrian suspension bridges. Huazhong University of Science & Technology, pp. 613-616.

Dey, P., Walbridge, S., Narasimhan, S. 2015. Vibration serviceability analysis of aluminum pedestrian bridges subjected to crowd loading. 6th International Conference on Advances in Experimental Structural Engineering, August 1-2, 2015, University of Illinois, Urbana-Champaign, United States

Kustura, M., Šunjić, G., Šunjić, B. 2020. Pedestrian bridges and load testing. Electronic collection papers of the Faculty of Civil Engineering, 19 (2020), pp. 88-102.

Li, J., Jia, L., Shujin, L., Baifeng, J., Youfu, D. 2013. Simulation for wind pressure of pedestrian bridge induced by main line train. Applied Mechanics and Materials, 423-426 (2013), pp. 1268-1271

Li, M. 2011. Study on Dynamic Test of a Large Span Steel Truss Pedestrian Bridge. Advanced Materials Research, 225-260 (2011), pp.769-775

Maraveas, C., Papagiannakis, A., Miami, K., Tasiouli, K. 2014. Optimal design of through-truss steel bridges. WIT Transactions on The Built Environment, 137, pp. 465-476.

Panduan Bidang Jalan dan Jembatan 2021. Perencanaan Praktis Perencanaan Teknis Jembatan, pp. 1-1537.

Shaikh, A.S., Autade, P. B. 2016. Structural analysis and design of castellated beam in cantilever action. International Research Journal of Engineering and Technology, 3(8), pp.163-170.

SNI- 1729-2020. Spesifikasi untuk bangunan gedung baja struktural, pp. 1-311.

SNI-1726-2019. Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan nongedung, pp. 1-254.

Sophocleous-Lemonari, A., Michael, A., Phocas, M.C. 2013. Hybrid structures. A case of pedestrian bridge. Second international Conference on Structures and Architecture, July 24-26, 2013, Guimaraes, Portugal.

Sun, Z., Shen, J., Zhao, J., Su, Z. 2011. Study on dynamic characteristic of 64m railway steel truss bridge on expanding heavy-load transport condition. Applied Mechanics and Materials, 90-93(2011), pp. 1100-1105.

Tej, P., Tejová, A., Kolísko, J. 2014. Design of an experimental tensegrity pedestrian bridge. Applied Mechanics and Materials, 587-589 (2014), pp. 1646-1649.

Wakchaure, M.R., Sagade A.V., Auti, V. A. 2012. Parametric study of castellated beam with varying depth of web opening. International Journal of Scientific and Research Publications, 2(8), pp. 1-6




DOI: https://doi.org/10.24815/jarsp.v5i2.25766

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Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning).

Terakreditasi SINTA 3 Berdasarkan Surat Keputusan Direktur Jenderal Pendidikan Tinggi, Riset, dan Teknologi, Nomor: 158/E/KPT/2021.

E-ISSN: 2615-1340 P-ISSN: 2620-7567 Organized by Program Studi Magister Teknik Sipil, Fakultas Teknik.

Published by Universitas Syiah Kuala.
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 Creative Commons License

The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning).
Published by Universitas Syiah Kuala is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on work at http://www.jurnal.usk.ac.id/JARSP/index

 

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