THE INFLUENCE OF THE VARIATION IN ARCH HEIGHT OF THE MAIN TAYAN BRIDGE ON THE MEMBER FORCES

Lusiana Lusiana, Elvira Elvira, Muhammad Yusuf, Erwin Sutandar, Asep Supriyadi

Abstract


The height of the bridge arch significantly impacts the strength and structural efficiency. Research on the height of the Tayan Bridge arch was conducted to determine the values and behaviour of member forces, structural weight, and deflection and to design the optimal arch height geometry. This research involved five variations of the arch height. The bridge structure was modelled using AutoCAD software. Relevant bridge loading data based on the SNI 1725-2016 standard was inputted into AutoCAD for structural design, and then the structure was modelled and analysed using SAP2000. The analysis results provided information on the bridge weight, deflection, and member forces. The analysis results were then compared with the bridge arch height, and this comparison was presented in the form of graphs. From the analysis results, it can be concluded that the bridge arch height has a positive linear relationship with the bridge weight. Tensile and compressive forces exhibit opposite behaviour. Increasing the arch height with constant value results in weight, deflection, and member force variations. Constantly expanding the arch height also does not lead to an increase in the stiffness of the bridge. Structurally, the optimal arch height is 42.134 meters.

Keywords


arch height, bridge, member forces

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References


Albrecht, P., & Lenwari, A. (2009). “Variable-Amplitude Fatigue Strength Of Structural Steel Bridge Details: Review And Simplified Model.” Journal of Bridge Engineering, 14(4), 226-237.

Badan Standarisasi Nasional. (2016). "SNI No. 1725:2016 Pembebanan untuk Jembatan." Jakarta, Indonesia: Badan Standarisasi Nasional.

Barker, R. M., & Puckett, J. A. (2021). "Design of highway bridges: An LRFD approach." John wiley & sons.

Baskar, S., & Durai, T. N. P. (2015). "The Effect Of Dead Live And Blast Loads On A Suspension Bridge." Journal of Chemical and Pharmaceutical Sciences, 8(4), 942-946.

Chen, Qin, Lixia Wang, and Haihong Zhao. "Hydrodynamic investigation of coastal bridge collapse during Hurricane Katrina." Journal of Hydraulic Engineering 135.3 (2009): 175-186.

Choi, S. H. (2005). "Advaced analysis and optimal design of steel arch bridges." Journal of Korean Society of Steel Construction, 17(1), 13-21.

Dzwonchyk, J., Kobylski, G., & Messervey, T. (2007). "Bridge Analysis." The UMAP Journal, 28(1), 27-40.

Endi, S. (2016). "Jembatan Pak Kasih Tayan Geliatkan Ekonomi Kalimantan." Retrieved from Benar News: https://www.benarnews.org/indonesian/berita/jembatan-pak-kasih-tayan-03232016105607.html

Frick, H (1978). "Statika dan Kegunaannya." Yogyakarta Kanisius.

Fahriza, A. (2020). "Pengaruh Variasi Ketinggian Busur Pada Perencanaan Ulang Jembatan Sardjito I Menggunakan Struktur Jembatan Pelengkung Beton Bertulang Terhadap Efisiensi Material." (Doctoral dissertation, Universitas Islam Indonesia).

Helmi, K., Bakht, B., & Mufti, A. (2014). "Accurate Measurements Of Gross Vehicle Weight Through Bridge Weigh-In-Motion: A Case Study." Journal of Civil Structural Health Monitoring, 4(3), 195-208.

Murphy, B., Locum, J., Belser, M., Bhegani, K., & Yarnold, M. (2018). "Dead Load Evaluation through Truss Bridge Deconstruction Monitoring." Journal of Bridge Engineering, 23(1), 04017115.

OBrien, E. J., & Enright, B. (2011). "Modeling Same-Direction Two-Lane Traffic For Bridge Loading." Structural safety, 33(4-5), 296-304.

Pradana, R. (2018). "Kajian Kekuatan Sambungan Struktur Pelengkung Rangka Baja Menerus pada Jembatan Utama Tayan Provinsi Kalimantan Barat." JeLAST: Jurnal PWK, Laut, Sipil, Tambang, 1(1).

Prasmoro, R., Masiran, H. S., & Wahyuni, E. (2017). "Modifikasi Jembatan Sembayat Baru II Menggunakan Sistem Jembatan Busur Rangka Baja." Jurnal Teknik ITS, 6(1), C13-C18.

Pratiwi, N. A., & Zaki, A. (2023, December). "Analysis of Landak Lama Bridge structure capacity of Warren, Howe, and Pratt types with uniform type steel quality." In AIP Conference Proceedings (Vol. 2680, No. 1). AIP Publishing.

Rahman, L. (2018). "Jembatan Tayan, Jembatan Terpanjang Ketiga di Indonesia."https://www.goodnewsfromindonesia.id/2018/07/17/jembatan-tayan-jembatan-terpanjang-ketiga-di-indonesia.

Robertson, I. N. (2005). "Prediction Of Vertical Deflections For A Long-Span Prestressed Concrete Bridge Structure." Engineering Structures, 27(12), 1820-1827.

Struyk, H. J. (1995). "Konstruksi Jembatan." Pradnya Paramita.

Supriyadi, B., & Muntohar, A. S. (2007). "Jembatan." Beta Offset.

Wang, W., Deng, L., He, X., Cai, C. S., & Bi, T. (2018). "Truck Weight Limit For Simply Supported Steel Girder Bridges Based On Bridge Fatigue Reliability." Journal of Aerospace Engineering, 31(6), 04018079.

Waskito, N. (2020). "Jembatan." https://anyflip.com/brsye/cdar.

Wiraguna Tani. (2003). "Lampiran Perhitungan Jembatan Rangka Baja Pelengkung Menerus."p Pontianak: Wiraguna Tani.

Wegner, J. D., & Soergel, U. (2008). "Bridge height estimation from combined high-resolution optical and SAR imagery." The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 37(B7-3), 1071-1076.

Zebua, M. (2019). "Analisa Perbandingan Kekuatan Struktur Jembatan Menggunakan Gelagar I Terhadap Sistem Baja Prategang Sebagai Fungsi Jembatan Jalan Raya." (Doctoral dissertation University of Muhammadiyah).




DOI: https://doi.org/10.26418/jts.v23i4.66968

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