Results 101 to 110 of about 149,695 (117)
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2012
Numerical and experimental vertical natural frequencies of simply-supported, two hinged arch and trass timber footbridges were analyzed. The footbridges were designed la con form to Ivuroeode 5 and each typology presented different spans (12,27 and 14 m, respectively).
Bano, Vanessa +3 more
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Numerical and experimental vertical natural frequencies of simply-supported, two hinged arch and trass timber footbridges were analyzed. The footbridges were designed la con form to Ivuroeode 5 and each typology presented different spans (12,27 and 14 m, respectively).
Bano, Vanessa +3 more
openaire +1 more source
DYNAMIC BEHAVIOR OF TIMBER FOOTBRIDGES WITH STOCHASTIC MECHANICAL PROPERTIES
Procedings of The 3rd International Symposium on Uncertainty Quantification and Stochastic Modeling, 2015Diego Garcia +2 more
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Dynamic model updating including pedestrian loading applied to an arched timber footbridge
2019This paper shows the experimental procedure and numerical methodology used for the dynamic characterization and serviceability assessment abilities (by simulation) applied to a timber pedestrian walkway. The footbridge is a 47 meters long and 3.9 meters wide structure consisting on single wooden arch (3.4 m sag), wooden deck, steel hangers and steel ...
Magdaleno, Álvaro +3 more
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Våla bridge - Timber network arch footbridge in Ringebu, Norway
2022Ostrycharczyk, Anna Weronika +1 more
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2005
A new structural material made applying a prestressing force to the traditional glued laminated timbers is here presented. The consequent technology, applied to the field of the civil engineering, permits to build slender and aesthetic structures, which are particularly suitable to place in urban and protected areas.
D'AVENI, Antonino +2 more
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A new structural material made applying a prestressing force to the traditional glued laminated timbers is here presented. The consequent technology, applied to the field of the civil engineering, permits to build slender and aesthetic structures, which are particularly suitable to place in urban and protected areas.
D'AVENI, Antonino +2 more
openaire +1 more source
Forced vibration tests carried out on a laminated timber footbridge: comparisons five years apart
2008The aim of this work concerns the analysis and comparison of those modal parameters which are obtained by assessing two forced vibration tests, experienced on a laminated timber footbridge. The two tests were carried out five years apart to verify if the dynamic characteristics of the structure change considerably during its use.
DIOTALLEVI, PIER PAOLO +2 more
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Condition assessment and dynamic system identification of a historic suspension footbridge
Structural Control and Health Monitoring, 2008C Gentile
exaly
A Stylised Footbridge Leading to Japanese Garden in Gryfice
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2018Alicja Sołowczuk +1 more
exaly
A coupled biodynamic model for crowd-footbridge interaction
Engineering Structures, 2018Herbert Martins Gomes
exaly
Ambient vibration testing and structural evaluation of an historic suspension footbridge
Advances in Engineering Software, 2008C Gentile
exaly