Dynamic model updating including pedestrian loading applied to an arched timber footbridge
, 2019 This 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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Monitoring of timber bridges by repeatedly measuring the natural frequency
, 2016 Measuring the natural frequency of buildings and bridges is a possibility to get information about the stiffness of the construction. Decreasing stiffness can be detected be repeatedly measurements.
Francke, Wolfgang +3 more
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Vibration response of long cable-stayed timber footbridge – case study
, 2013 Timber footbridges with a span larger than 30 meters are sensitive to vibrations and dynamic factors must therefore be taken into considerations in the design.
Jansson, Hanna +3 more
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Medium-Span Timber Footbridges – A Comparative Analysis with Traditional Steel and Concrete Structures (Technical, Environmental, and Structural Aspects) [PDF]
This master's thesis focuses on the design and structural verification of a timber pedestrian bridge within the Seine-Escaut Est project in Wallonia, specifically Sector 5 of the Nimy-Blaton-Péronnes Canal. It forms part of a broader comparative study of
D'Anna, Antonio
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Serviceability assessment of the 270 m timber footbridge over Guadalhorce river
Informes de la ConstruccionThis 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 ...
Magdaleno González, Álvaro +5 more
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Dynamical analysis of timber footbridges
, 2018 Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e TecnologiaDesenvolvida em ambiente de estágio num gabinete de projeto de uma empresa especializada em estruturas de madeiras, a Carmo Wood, a presente dissertação
Paiva, Daniel da Silva
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Fort Hill, footbridge completed photograph
, 1934 A photograph of a completed footbridge. Design and estimate of costs for two timber footbridges near the shelter building were approved for construction on September 14, 1934. Work on the project started a few days later.
Civilian Conservation Corps (U.S.)
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Fiber-Reinforced Polymer Composites: Manufacturing, Properties, and Applications. [PDF]
Polymers (Basel), 2019 Rajak DK, Pagar DD, Menezes PL, Linul E.
europepmc +1 more source
Fort Hill, footbridge abutments and stringers photograph
, 1934 A photo of the footbridge abutments and stringers. Design and estimate of costs for two timber footbridges near the shelter building were approved for construction on September 14, 1934. Work on the project started a few days later. Stone and timber were
Civilian Conservation Corps (U.S.)
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Fort Hill, footbridge superstructure construction photograph
, 1934 A photograph of workmen constructing the footbridge superstructure. Design and estimate of costs for two timber footbridges near the shelter building were approved for construction on September 14, 1934.
Civilian Conservation Corps (U.S.)
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