Análisis de riesgo en puente peatonal tipo armadura utilizando sensores

Jesús Emmanuel Cerón-Carballo; Eber Pérez-Isidro; Humberto Iván Navarro-Gómez; Cutberto Rodríguez-Álvarez; Gilberto Ramos-Torres

doi:10.29057/icbi.v9i18.7354

Jesús Emmanuel Cerón-Carballo Universidad Autónoma del Estado de Hidalgo https://orcid.org/0000-0003-2809-3387
Eber Pérez-Isidro Universidad Autónoma del Estado de Hidalgo https://orcid.org/0000-0002-8500-710X
Humberto Iván Navarro-Gómez Universidad Autónoma del Estado de Hidalgo https://orcid.org/0000-0003-2338-4863
Cutberto Rodríguez-Álvarez Universidad Autónoma del Estado de Hidalgo https://orcid.org/0000-0002-9225-8695
Gilberto Ramos-Torres Universidad de Sonora https://orcid.org/0000-0003-1627-0577

DOI: https://doi.org/10.29057/icbi.v9i18.7354

Keywords: Structural Analysis, Structural Risk, Pedestrian Bridge, Distortion, Accelerometer, Displacement, Structural Dynamics

Abstract

This paper presents the risk analysis of the structure of a pedestrian bridge located in the Matilde neighborhood, Municipality of Pachuca de Soto, State of Hidalgo, country of Mexico, manufactured in two construction stages, the first one consisting of columns and concrete beams. reinforced and the second formed by a metal structure, both structures are subjected to permanent, variable and accidental forces, which cause the structure of the bridge itself to interact at the junction nodes of the two stages and show tridirectional displacements, in such a way, This document determines the magnitude of the accelerations of the nodes that interact between the two structures, showing values that indicate cyclical reactions, therefore, to determine the risk, the conditions of movement of the bridge are identified through the use of sensors that detect the accelerations, finding distortions whose results rule out the general intervention or local.

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References

Alhassan, M. A. (2020). Control of Vibrations of Common Pedestrian Bridges in Jordan Using Tuned Mass Dampers. Procedia Manufacturing, 44(2019), 36–43. https://doi.org/10.1016/j.promfg.2020.02.202

Ali, S. (2020). Numerical study of pedestrian suspension bridge with innovative composite deck. Heliyon, 6(7), e04473. https://doi.org/10.1016/j.heliyon.2020.e04473

Banerjee, A. (2020). A comparative study of pedestrian movement behavior over foot over bridges under similar land-use type. Transportation Research Procedia, 48(2019), 3342–3354. https://doi.org/10.1016/j.trpro.2020.08.119

Budipriyanto, A. (2015). Dynamic responses of a steel railway bridge for the structure’s condition assessment. Procedia Engineering, 125, 905–910. https://doi.org/10.1016/j.proeng.2015.11.085

Capra. (2005). Vulnerabilidad de edificaciones e infraestructura. Informe Técnico ERN-CAPRA, 48.

Feldmann, M. (2010). Human-induced vibration of steel structures (Hivoss) - background document -, 24183. Retrieved from http://dx.doi.org/10.2777/79056

Gheitasi, A. (2016). Experimental and analytical vibration serviceability assessment of an in-service footbridge. Case Studies in Nondestructive Testing and Evaluation, 6, 79–88. https://doi.org/10.1016/j.csndt.2016.11.001

Li, Y. F. (2014). Case study of first all-GFRP pedestrian bridge in Taiwan. Case Studies in Construction Materials, 1, 83–95. https://doi.org/10.1016/j.cscm.2014.05.001

Salenko. (2021). Strength, Flexural Rigidity and Aerodynamic Stability of Fiberglass Spans in Pedestrian Suspension Bridge. Transportation Research Procedia, 54(2020), 758–767. https://doi.org/10.1016/j.trpro.2021.02.131

SETRA. (2006). Footbridges - Assessment of vibrational behaviour of footbridges under pedestrian loading, (october), 127.

Shi, W. (2018). Application of an artificial fish swarm algorithm in an optimum tuned mass damper design for a pedestrian bridge. Applied Sciences (Switzerland), 8(2). https://doi.org/10.3390/app8020175

Zheng, J. (2018). Concrete-Filled Steel Tube Arch Bridges in China. Engineering, 4(1), 143–155. https://doi.org/10.1016/j.eng.2017.12.003