Abstract
High-speed traffic affects nearby infrastructure. The paper considers influence of wind load on a railway bridge that is a part of a high-speed railway. The paper presents a description of physical modeling of wind influence on the reduced bridge model with a train in a wind tunnel. The authors show gained data of dimensionless coefficients of lifting force CD and front resistance CL. As a result, the authors have made a conclusion on the change of aerodynamic resistance coefficients according to location of a high-speed train on the bridge.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
