Influence of the sag-to-span ratio on the dynamic response of a long-span bridge suspended from floating towers under wave and wind loads
Author:
Affiliation:
1. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, People’s Republic of China
2. China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan, People’s Republic of China
Funder
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/17445302.2021.1889896
Reference32 articles.
1. Hydrodynamic load modeling and analysis of a floating bridge in homogeneous wave conditions
2. Numerical Modeling and Dynamic Analysis of a Floating Bridge Subjected to Wind, Wave, and Current Loads
3. Extreme responses and associated uncertainties for a long end-anchored floating bridge
4. Inhomogeneous wave load effects on a long, straight and side-anchored floating pontoon bridge
5. Overview of Floating Bridge Projects in Norway
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