Results 81 to 90 of about 149,695 (117)
Modal Testing Through Forced Sine Vibrations of a Timber Footbridge
Conference Proceedings of the Society for Experimental Mechanics, 2016 The work aims at performing the dynamic modal identification of the long-span laminated timber footbridge built on the Marecchia River near Rimini, Italy. A first sine vibration test has been performed adopting a mechanical shaker just after the footbridge construction in 2000 in order to check the structural behavior that has been assumed in the ...
Pier Paolo Diotallevi +2 more
exaly +3 more sources
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Two Timber Footbridges, Sweden
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 1993exaly +2 more sources
Moisture Content Monitoring of a Timber Footbridge
BioResources, 2016 Construction of modern timber bridges has greatly increased during the last 20 years in Sweden. Wood as a construction material has several advantageous properties, e.g., it is renewable, sustainable, and aesthetically pleasing, but it is also susceptible to deterioration.
Björngrim, Niclas +2 more
exaly +4 more sources
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
openaire +1 more source
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
openaire +2 more sources
Multi-scale model updating of a timber footbridge using experimental vibration data [PDF]
Engineering Computations, 2017 Purpose The purpose of this paper is to capture the actual structural behavior of the longest timber footbridge in Spain by means of a multi-scale model updating approach in conjunction with ambient vibration tests. Design/methodology/approach In a first stage, a numerical pre-test analysis of the full bridge is performed, using standard beam-type ...
Enrique García-Macías +2 more
exaly +4 more sources
In situ testing and nonlinear modelling for a cable-stayed timber footbridge [PDF]
MATEC Web of Conferences, 2014 The authors had the chance to collect structural response measurements of a cable-stayed glued-laminated-timber (GLT) footbridge located in Farra d’Alpago (not far from the town of Belluno, in North-Eastern Italy). A consistent geometrically nonlinear finite element model was generated and its parameters were calibrated on the experimental data ...
Fabio Casciati +2 more
exaly +4 more sources
The design of glued laminated timber footbridge structure according to Eurocodes
Facta Universitatis - Series Architecture and Civil Engineering, 2006 The paper presents the conceptual design of the footbridge made of laminated wood. The supporting system of the main bearing elements is made of the laminated wood in the system of arch with three joints and the bridge deck is made of the composite timber concrete structure system.
Dragoslav Stojić
exaly +4 more sources
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
openaire +1 more source
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
Marta B Rosales, Rubens Sampaio
exaly +3 more sources
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
Marta B Rosales, Rubens Sampaio
exaly +3 more sources