Author:
Poddaeva O I,Fedosova A N,Churin P S
Abstract
Abstract
The article considers the influence of the structural vibrations’ logarithmic decrement on its stability in the event of vortex excitation. The relevance of the topic is due to the widespread problem of vortex excitation in the construction and operation of large-span bridge structures. The introduction presents the characteristic features of vortex excitation as a phenomenon of aerodynamic instability. In the second section, the research method is given, the research object is described, and the considered variants of the logarithmic decrement of the beam span’s investigated construction vibrations are given. The third section presents the experimental studies’ results at the Unique Scientific Installation, Big Research Gradient Wind Tunnel, NRU MGSU in graphical form. The conclusions about increasing the structural stability with increasing values of the vibrations’ logarithmic decrement are drawn.
Reference15 articles.
1. Wind tunnel tests and numerical approach for long span bridges: The Messina bridge;Diana;Journal of Wind Engineering and Industrial Aerodynamics,2013
2. On the vortex shedding forcing on suspension bridge deck;Diana;Journal of Wind Engineering and Industrial Aerodynamics,2006
3. Damping of vibrations of bridge structures;Zakora;Science and transport progress. Bulletin of the Dnipropetrovsk National University of Railway Transport,2005
4. Evaluation of the aerodynamic stability of continuous beam bridges in foreign and domestic regulatory documents;Naumova;Vestnik Volgogradskogo Gosudarstvennogo Arhitekturno-Stroitelnogo Universiteta. Seriya: Stroitelstvo i Arhitektura,2017