International Journal of Innovative Research in Engineering and Management
Year: 2023, Volume: 10, Issue: 4
First page : ( 152) Last page : ( 155)
Online ISSN : 2350-0557.
DOI: 10.55524/ijirem.2023.10.4.19 |
DOI URL: https://doi.org/10.55524/ijirem.2023.10.4.19
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This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)
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Harwinder Singh Kaushal , Er. Harish Sharma, Dr. Sandeep Kumar Chandel, Er. Susheel Kumar, Er. Madhu Bala
In the current research, the dynamic analysis of bridge structure is conducted to determine the natural frequency and mode shape. The dynamic analysis is conducted using ANSYS FEA simulation package. The critical regions of high deformation and energy states are determined. The analysis revealed the presence of several dominant vibration modes, each associated with distinct deformation patterns and nodal patterns. These findings shed light on potential vulnerability zones and areas of concern that may be susceptible to resonance and excessive vibrations during bridge operation. Understanding these critical modes is vital for designing appropriate damping and vibration control measures to ensure the bridge's long-term stability and safety.
[1] Ayaanle Maxamed Ali, “Manual RC Bridge Analysis and Designing” International Journal of Innovative Science and Research Technology, Volume 5, Issue 8, August – 2020
[2] Edward Denison and Ian Stewaet “How to ReadBridge”.
[3] Zhiwen Zhu “LES prediction of aerodynamics and coherence analysis of fluctuating pressure on box girders of long-span bridges” 22 September 2014.
[4] Van der Neut A., Post buckling behaviour of structures. Advisory Group For Aeronautical Research And Development Paris (France). 1956.
[5] Víctor Yepes “Multiobjective optimization of post-tensioned concrete box-girder road bridges considering cost, CO2 emissions, and safety” 08 July 2016.
[6] Galambos TV, Leon RT, French CM, Barker MG, Dishong BE. Inelastic rating procedures for steel beam and girder bridges. Rep. 352, Nat. Cooperative Hwy. Res. Program. Transportation Research Board, National Research Council, National Academy Press, Washington, D.C.; 1993.
[7] Prajwal Raj et al, “Structural behaviour of box girder bridge using CSi Bridge 2015” International Research Journal of Engineering and Technology, Volume: 04 (2017)
M.Tech Scholar, Department of Civil Engineering, SBBS University, Khiala, Jalandhar, Punjab, India
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