A novel semi-empirical supervised model of vortex-induced vertical force on a flat closed-box bridge deck
Author:
Affiliation:
1. Computer and Information Engineering College, Hanshan Normal University, Chaozhou, China
2. College of Engineering, Shantou University, Shantou, China
Abstract
Funder
State Natural Science Fund project
the 2015 Open Fund of Structure and Wind Tunnel Key Laboratory of Guangdong Province
department of education of guangdong province
Publisher
SAGE Publications
Subject
Computer Networks and Communications,General Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/1550147719826843
Reference32 articles.
1. Vortex-induced oscillations of bridges: theoretical linkages between sectional model tests and full bridge responses
2. Van der Pol-type equation for modeling vortex-induced oscillations of bridge decks
3. Vortex‐Induced Vibrations of Flexible Bridges
4. Vortex-induced vibration of a 5:1 rectangular cylinder: A comparison of wind tunnel sectional model tests and computational simulations
5. Data-driven modeling of vortex-induced vibration of a long-span suspension bridge using decision tree learning and support vector regression
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1. Bayesian inference for the dynamic properties of long-span bridges under vortex-induced vibration with Scanlan’s model and dense optical flow scheme;Mechanical Systems and Signal Processing;2022-07
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