Dynamic Response of a Floating Bridge Structure
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Détails bibliographiques
| Auteur(s): |
Thomas Hansen Viuff
(Norwegian University of Science and Technology, Trondheim, Norway)
Bernt Johan Leira (Norwegian University of Science and Technology, Trondheim, Norway) Ole Øiseth (Norwegian University of Science and Technology, Trondheim, Norway) Xu Xiang (Norwegian Public Roads Administration, Stavanger, Norway) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Publié dans: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 181-188 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.0181 | ||||
| Abstrait: |
A theoretical overview of the stochastic dynamic analysis of a floating bridge structure is presented. Emphasis is on the wave-induced response and the waves on the sea surface are idealized as a zero mean stationary Gaussian process. The first-order wave load processes are derived using linear potential theory and the structural idealization is based on the Finite Element Method. A frequency response calculation is presented for a simplified floating bridge structure example emphasising the influence on von Mises stress in the pontoon from low- and high frequency waves and frequency dependence in hydrodynamic added mass and damping coefficients. |
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