Open Access
Subscription or Fee Access
Comparative Vibrational Analysis of Foot Over Bridge for Different Deck Properties
Abstract
Damping performs essential function in format of vibrational resistant structures, which lower the change of the shape when they are subjected to lateral loads or vibrational load. In the existing study the deck of bridge is check for various materials like MS steel plate, RCC slab, and aluminum and MS plate composite deck. The important challenge of a structure is to endure the vibrational loads on deck slab. In order to reduce structural vibration has been used. The bridge is modeled in ANSYS 2019 and modeled with different material of deck. After the study results show foot over bridge having 100 mm thick slab shows better result than having composite sheet or having MS sheet as deck slab.
Keywords: Foot over bridge, composite, vibration analysis
References
Wardhana, K. and Hadipriono, F.C., 2003. Analysis of recent bridge failures in the United States.Journal of performance of constructed facilities, 17(3), pp.144-150.
Catbas, F.N., Susoy, M. and Frangopol, D.M., 2008. Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data. Engineering Structures, 30(9), pp.2347-2359
Cai, S., Chen, W., Kashani, M.M., Vardanega, P.J. C.A., 2017. Fatigue life assessment of large scale T-jointed steel truss bridge components. Journal of constructional steel
J. Kala et al “Footbridge Response on Single Pedestrian Induced Vibration Analysis” World Academy of Science, Engineering and Technology 26 2009
Iemke Roos et al “Human Induced Vibrations on Footbridges” Application & comparison of pedestrian load models, Delft University of Technology, Netherlands 2009
Stana Zivanoviý et al “Probability-Based Estimation of Vibration for Pedestrian Structures due to Walking”2010
Kuldeep Pathak et al“ A Review Study Of Pedestrian Bridge Truss Structure For Low Traffic Volume 2010
Reis, A. and Oliveira Pedro, J.J., 2011. Composite truss bridges: new trends, design and research. Steel Construction, 4(3), pp.176-182.
He, Z.S. and Liu, J., 2011. Crack Research for Welded Joint of Steel Truss Bridge. In Advanced Materials Research (Vol. 194, pp. 104-108). Trans Tech Publications.
Machacek, J. and Cudejko, M., 2011. Composite steel and concrete bridge trusses. Engineering Structures, 33(12), pp.3136-3142.
El-Sayed Mashaly et al “Evaluating the vertical vibration response of footbridges using a response spectrum approach” Alexandria Engineering Journal 2013
Jianing Hao et al “Natural Vibration Analysis of Long Span Suspension Bridges” 5th International Conferences on Civil Engineering and Transportation (ICCET 2015)
Kopare, S.D. and Upase, K.S., 2015. Analysis of plate girder bridge for Class-AA loadings (tracked vehicles). Int. J. Emerging Trends in Sci. Technol., 2(6), pp.2645-2655.
Cui, C., Zhang, Q., Bao, Y., Kang, J. and Bu, Y., 2018. Fatigue performance and evaluation of welded joints in steel truss bridges. Journal of Constructional Steel Research, 148, pp.
Heena Dewangan et al “A Review on Comparison of Different Types of Trusses in Vibration Analysis Using Staad Pro” IJESRT Impact Factor: 5.164 IC™ Value: 3.00 CODEN: IJESS7 July, 2018
Sabina Piras et al “Footbridge Design For Pedestrian Induced Vibrations” the concrete Nz Conference 2018
Mr. Kaushal Kumar et al “Analysis of Truss Bridge and Cost Optimization by Using Hollow Sections” May, 2019
José Guilherme Santos da Silva et al “Finite Element Modeling of the Dynamic Behaviors of Tubular Footbridges” Finite Element Analysis – New Trends and Developments 2019
Prakash Kumar et al “Serviceability Analysis of a Footbridge Subjected to Pedestrian Walking” Advances in Engineering Design 2019
Arturas Kilikevicius et al “The Influence of Different Loads on the Footbridge Dynamic Parameters” MDPI 2019
Guidelines for pedestrian facilities (IRC:103-2012)
Refbacks
- There are currently no refbacks.