Aerodynamic Response of a Bridge Girder Segment during Lifting Construction Stage
Author:
Affiliation:
1. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .
2. Ph.D. Student, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001446
Reference27 articles.
1. Control of Wind-Induced Nonlinear Oscillations in Suspended Cables
2. Andrianne T. and D. V. D. G. Vincent. 2016. “Mitigation of the torsional flutter phenomenon of bridge deck section during a lifting phase.” In Proc. 8th International Colloquium on Bluff Body Aerodynamics and Applications. Boston: Northeastern Univ.
3. Nonlinear parametric modeling of suspension bridges under aeroelastic forces: torsional divergence and flutter
4. Aeroelastic control of long-span suspension bridges with controllable winglets
5. Bendiksen O. 2004. “Transonic limit cycle flutter/LCO.” In Proc. 45th AIAA/ASME/ASCE/AHS/ASC Structures Structural Dynamics and Materials Conf. 1694. Palm Springs CA: American Institute of Aeronautics and Astronautics.
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