Dynamic Assessment of the Longest Single-Span Timber Footbridge in Spain

Author:

Magdaleno Álvaro1,Vivas Julio2,Rodríguez Soledad3,Santos Juan Carlos2,Lorenzana Antolín1

Affiliation:

1. ITAP, Universidad de Valladolid, Valladolid, Spain

2. MediaMadera Ingenieros Consultores, Asturias, Spain

3. CETEMAS, Centro Tecnológico Forestal de la Madera, Asturias, Spain

Abstract

<p>This paper shows the methodology used for the dynamic identification and serviceability assessment carried out on a timber pedestrian walkway located in the <i>Anillo Verde </i>trail, upon the N‐102 road, between Zabalgana and Armentia, Vitoria, Spain. The footbridge is 61 meters long and 3 meters wide and consists of curved glulam structural beams, wood deck and steel cross bracings, designed by Media Madera Ingenieros Consultores. With applied research aims, an experimental campaign was carried out in December 2019, just after its erection process. Useful data was collected to estimate its modal properties and to calibrate the corresponding computational model. Also, some serviceability tests were carried out to quantify the vibrations induced by pedestrian crossing. Although there may be some other works with similar objectives and methodology, the peculiarity of this structure is the building material, its large size and the challenging one‐step erection process, resulting in a fully functional structural typology with attractive advantages from construction and environmental points of view.</p>

Publisher

Asociación Española de Ingeniería Estructural

Reference13 articles.

1. ISO. "Mechanical vibration and shock. Evaluation of human exposure to whole-body vibration. I: General requirements." ISO 2631-1, AENOR, Madrid, Spain, 1997.

2. International Standard ISO 10137: 2007(E), Bases of for design of structures - Serviceability of buildings and walkways against vibrations. ISO 10137:2007, International Organization for Standardization, 2007.

3. (2006), "Footbridges: Assessment of vibrational behaviour of footbridges under pedestrian loading", pp. 131

4. UNE-EN 1995-2:2010. Eurocódigo 5: Proyecto de estructuras de madera. Parte 2: Puentes. AENOR, 2010.

5. D. J. Ewins, Modal testing : theory, practice, and application. Research Studies Press, 2000.

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