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Dynamic performance of timber truss pedestrian bridge used steel ball joint

 Dynamic performance of timber truss pedestrian bridge used steel ball joint
Auteur(s):
Présenté pendant IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014, publié dans , pp. 2547-2554
DOI: 10.2749/222137814814069345
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The pedestrian bridge of panelled chord truss objected in this study is under consider, and cost curtailment of the steel ball-joint is expected. The purpose of this study is to evaluate analytica...
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Détails bibliographiques

Auteur(s):
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014
Publié dans:
Page(s): 2547-2554 Nombre total de pages (du PDF): 8
Page(s): 2547-2554
Nombre total de pages (du PDF): 8
Année: 2014
DOI: 10.2749/222137814814069345
Abstrait:

The pedestrian bridge of panelled chord truss objected in this study is under consider, and cost curtailment of the steel ball-joint is expected. The purpose of this study is to evaluate analytically dynamic performance and vibration serviceability of the timber truss pedestrian bridge with steel ball joint. The eigenvalue analysis was conducted by FEM based on three-dimensional analysis model, and then dynamic performance of this bridge was investigated. The three dimensional dynamic response analysis by walking of pedestrian was performed, and the vibration serviceability was investigated. After the vibration serviceability of this bridge had been grasped, the methods for vibration reduction such as boundary conditions at supported point and set of TMD were performed analytically, and the improvement of vibration serviceability of this bridge was investigated.