Results 11 to 20 of about 3,581 (241)
A new methodology for wind turbine condition monitoring that utilizes vibration data and Mel-frequency cepstral coefficients (MFCCs) is being developed to accurately assess the condition of the wind turbine gearbox. Traditional condition monitoring techniques rely on physical inspections, which can be time-consuming and labor-intensive [1].
Velandia Cardenas, Cristian +2 more
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The linear curve distribution of the beam and the asymmetrical layout of the stay cables may have beneficial or adverse influences on cable-stayed bridges.
Shuang Zhao +6 more
doaj +1 more source
In recent years, wind energy resources are strongly developed, and wind-fire bundling via direct current (DC) transmission has become the main method of current and future development and utilization in China.
Yue ZHAO +5 more
doaj +1 more source
Downburst-Induced Vibration Coefficient of Long-Span Roof Structures
Long-span roof structures are vulnerable to being damaged by downbursts due to the sensitivity of such structures to wind loads. However, there is still no simple and practical method for the downburst-resistant design of such structures to date ...
Chaohao Chen +3 more
doaj +1 more source
Improved damage detectability in a wind turbine blade by optimal selection of vibration signal correlation coefficients [PDF]
The central message of this article is that for robust and efficient damage detection the damage sensitive features should be selected optimally in a systematic way such that only these features that contribute the most to damage detectability be retained.
Hoell, Simon, Omenzetter, Piotr
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Wind-Induced Vibration Control of High-Rise Structures Using Compound Damping Cables
Based on the vibration reduction mechanism of compound damping cables, this study focuses on the wind-induced vibration control of high-rise structures with additional mass at the top. The differential equation of motion of the system under the action of
Jianda Yu +3 more
doaj +1 more source
Wind-induced vibration performance of early Chinese hall-style timber buildings
Traditional Chinese timber buildings are lightweight, flexible, and quite vulnerable to wind. This paper aims to present a methodology for evaluating the wind-induced vibration performance of early Chinese hall-style timber buildings based on numerical ...
Yidan Han, Qing Chun, Hui Jin
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Research on the Wind-induced Vibration Coefficient of Transmission Tower-line System
AbstractThe six different non-linear finite element model of the transmission tower-line system which have different spans and different height difference was established by the finite element analysis software, and wind velocity time series with resorting to weighted amplitude wave superposition (WAWS) was simulated.
Chunming, Wei, Bin, Ma, Tingting, Su
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Wind-Tunnel Investigation of the Aerodynamic Performance of Surface-Modification Cables
The wind-induced vibration of stay cables of cable-stayed bridges, which includes rain-wind-induced vibration (RWIV) and dry galloping (DG), has been studied for a considerable amount of time.
Hiroshi Katsuchi +3 more
doaj +1 more source
Steel large-megawatts wind turbines have the light-damping and long-period properties, resulting in the adverse vibrations under the wind loads. In this paper, a novel tuned mass damper refitted via inner platform (IP-TMD) is proposed to control the ...
Zhenbo Lei +5 more
doaj +1 more source

