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Vibrations in timber bridges due to pedestrian induced forces, A case study of Älvsbackabron [PDF]
, 2012 Jansson, Hanna, Svensson, Isak
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Dynamic Analysis of Pedestrian Load Models for Footbridges - A review of current load models and guidelines [PDF]
, 2014 Mårtensson, Anders, Nilsson, Martin
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Analysis of Biological Damage of the Timber Footbridge
Key Engineering Materials, 2020Glued laminated timber – Glulam is commonly used for the constructing of wooden structures in the interior and exterior. Wood as an organic material and may be the subject to a biological processes that can be a risk, mainly for construction on the exterior.
Roman Fojtík, Veronika Vašková
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Dynamic Assessment of the Longest Single-Span Timber Footbridge in Spain
Footbridge 2022, Madrid: Creating Experience, 2021<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
Álvaro Magdaleno +4 more
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HIL Excitation in the Damage Assessment of a Timber Footbridge
Structural Health Monitoring 2015, 2015During experimental tests in situ, footbridge identification is usually pursued by exploiting the response to environmental actions. The aim of this manuscript is to replace the environment excitation with “Human Induced Loading” (HIL), when carrying out the periodical assessment of timber footbridges.
CASCIATI, SARA +2 more
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A Sustainable Timber Footbridge Complementing an Historic and Sensitive Environment
IABSE Reports, 2019<p>This paper discusses the design of a bespoke glulam footbridge on a highly sensitive and challenging site. The bridge was designed by WSP and Knight Architects on behalf of Monmouthshire County Council. The 60m long crossing will provide a safer pedestrian crossing of the River Usk between Llanfoist and Abergavenny.
Liam Edwards +3 more
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Design and Construction of Brazil's First Cable Stayed Stress-Laminated Timber Footbridge
IABSE Symposium, Shanghai 2004: Metropolitan Habitats and Infrastructure, 2004Everaldo PLETZ Prof. Dr. Civil Engineer State University of Londrina Londrina Brazil – pletz@uel.br Francisco Antonio Rocco LAHR Prof. Dr. Civil Engineer State University of Sao Paulo Sao Carlos Brazil – frocco@sc.usp.br Carlito CALIL Jr Prof. Dr. Civil Engineer State University of Sao Paulo Sao Carlos Brazil – calil@sc.usp.br Antonio Alves DIAS Prof ...
Everaldo Pletz +3 more
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How to Make the Largest Footbridge Over a Motorway in Spain… (In Timber)
Footbridge 2017 Berlin - Tell A Story: Conference Proceedings 6-8.9.2017 TU-Berlin, 2017<p>In Spain, timber is a material rarely used in construction. Despite wood has been used in construction for thousands of years, today is considered a short life matirial, which is suitable only for provisional purposes. Therefore, when a few years ago, due to the width extension of the A8 motorway, an old conventional metallic footbridge had to
Julio Vivas, Juan Carlos Santos
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Structural Safety, 2019
Abstract The dynamic study of a short span timber footbridge with uncertain mechanical properties under the action of a deterministic walking load model which represents one individual is presented. The aim of the work is to quantify the influence of the uncertain material properties in the natural and forced vibration problems of a short span timber
Garcia, Diego Alberto +2 more
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Abstract The dynamic study of a short span timber footbridge with uncertain mechanical properties under the action of a deterministic walking load model which represents one individual is presented. The aim of the work is to quantify the influence of the uncertain material properties in the natural and forced vibration problems of a short span timber
Garcia, Diego Alberto +2 more
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Design of a TMD solution to mitigate wind-induced local vibrations in an existing timber footbridge
Smart Structures and Systems, 2015The design of a passive control solution based on tuned mass dampers (TMD\'s) requires the estimation of the actual masses involved in the undesired vibration. This task may result not so straightforward as expected when the vibration resides in subsets of different structural components.
Bortoluzzi D. +3 more
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