Serviceability assessment of the 270 m timber footbridge over Guadalhorce river

Authors

DOI:

https://doi.org/10.3989/ic.7107

Keywords:

timber footbridge, vibration serviceability assessment, modal analysis, pedestrian gait

Abstract


This paper presents the methodology used for the dynamic identification and the vibration serviceability assessment of the 270 m pedestrian footbridge in the Desembocadura del Guadalhorce Natural Park, Málaga, Spain. Designed by Media Madera Ingenieros Consultores S.L., the structure comprises 215 tonnes of glulam timber and almost 15 tonnes of stainless steel, adapted to withstand the marine environment. After its commissioning in 2020, dynamic tests were carried out to estimate its modal properties. Five bending and torsional modes below 3.7 Hz were identified, all with damping ratios above 1.5 % and prone to be excited by the standard pedestrian activity. The resonant pedestrian transits generated peak accelerations of up to 1.0 m/s², with maximum RMS values below 0.60 m/s². These results lead to the conclusion that the structure is fully functional and suitable for its intended use in green space environments.

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References

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Published

2025-12-30

How to Cite

Magdaleno González, Álvaro ., Vivas Padilla, J., Villacorta Calvo, J. J. ., Iglesias Pordomingo, Álvaro ., Fernández Ordóñez, G. ., & Lorenzana Ibán, A. (2025). Serviceability assessment of the 270 m timber footbridge over Guadalhorce river. Informes De La Construcción, 77(580), 7107. https://doi.org/10.3989/ic.7107

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Section

Research Articles

Funding data

Ministerio de Ciencia e Innovación
Grant numbers PID2022-140117NB-I00

Ministerio de Universidades
Grant numbers FPU21/03999;CP23-174