Results 251 to 260 of about 65,623 (306)

A Novel Triboelectric-Electromagnetic Hybrid Generator with a Multi-Layered Structure for Wind Energy Harvesting and Wind Vector Monitoring. [PDF]

Micromachines (Basel)
Niu J, Hu R, Li M, Zhang L, Xu B, Zhang Y, Luo Y, Ding J, Duan Q.   +8 more
europepmc   +1 more source

Study on structural dynamic response of offshore wind turbine under floating ice load. [PDF]

Sci Rep
Guan X, Yu H, Yuan Y, Kong D, Liu B, Tang H.   +5 more
europepmc   +1 more source

The ground effect on vortex induced vibration and coherence mode of a landscape Bridge in Π-shape. [PDF]

Sci Rep
Li H, Zhu Q, Zhang H, Zhan J, Yue H, Zhao Y, He J.   +6 more
europepmc   +1 more source

Wind induced ovalling vibrations in silo groups

, 2011
Hillewaere, Jeroen, Degroote, Joris, Lombaert, Geert, Vierendeels, Jan, Degrande, Geert   +4 more
openaire   +1 more source

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Wind-induced vibration of structural cables

Nonlinear Dynamics, 2020
The wind-induced vibration of cables has been widely studied over the past decades because of cables’ many applications in cable-stayed, suspension, and tied-arched bridges, and power transmission lines. They have been mostly investigated through research conducted on rigid model cables with a finite length and circular cross-sectional geometry that ...
M. Jafari, F. Hou, A. Abdelkefi
openaire   +3 more sources

Experimental Assessment of Wind‐Induced Vibrations

Journal of Engineering Mechanics, 1987
The present study is initiated to investigate the possible causes for excessive lamp failure rates on high‐mast illumination towers in the state of Minnesota. The study consists of an experimental effort during which one of the illumination towers is instrumented and motion data is collected for various wind conditions.
Theodor Krauthammer, Paul A. Rowekamp, Roberto T. Leon   +2 more
openaire   +1 more source

Modeling of rain-wind induced vibrations

Wind and Structures, 2003
Rain-wind induced vibrations of cables are a challenging problem in the design of cable-stayed bridges. The precise excitation mechanism of the complex interaction between structure, wind and rain is still unknown. A theoretical model that is able to accurately simulate the observed phenomena is not available.
Udo Peil, Niklas Nahrath
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Wind-induced vibrations

1995
This chapter deals with wind-induced structural vibrations from the point of view of structural engineering. Basically, no civil engineering structure is safe from wind loading effects. Of critical importance are the non-stationary characteristics of natural wind and the dynamic properties of the structure it acts upon.
G. Hirsch, H. Bachmann
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Serviceability Limit States: Wind Induced Vibrations

Journal of Structural Engineering, 1984
Modern buildings that satisfy current design guidelines for maximum static lateral drift still may vibrate excessively during windstorms to the point where the motion disturbs the building occupants. Static lateral drift criteria do not address explicitly the relation between the fluctuating component of structural response and the performance that is ...
Andrew Tallin, Bruce Ellingwood
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Wind-induced vibrations of nonsymmetrical structures

Journal of Wind Engineering and Industrial Aerodynamics, 1996
Even high slender structures of beam type, like masts, do not always deflect in the same plane as the loading acts. The nonsymmetry of the cross-section or imperfections of the material evoke a combined response in space. Torsion can occur too: it can be coupled with the bending through the guy supports, if the forces in windward and leeward guys of ...
M. Pirner, O. Fischer
openaire   +1 more source