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- W2316418927 abstract "Experiments investigating earthquake response of structures traditionally use conventional wired instruments such as strain gauges, displacement transducers, and accelerometers deployed at key areas of interest throughout structure. For wind turbines the rotor is one of these key areas, but due to rotation it is not possible to use wired instruments without a special slip ring. In a recent experiment conducted using the Network for Earthquake Engineering Simulation (NEES) Large High Performance Shake Table (LHPOST) at the University of California, San Diego (UCSD) the global response of a full scale 65-kW turbine (22 m hub height) was monitored using a novel combination of traditional instrumentation in conjunction with point tracking videogrammetry. Using this approach, conventional strain, displacement, and acceleration instruments monitored the response of the turbine tower and the rotor was monitored by observing 16 target points placed on each blade which successfully provided insight not previously available for the global response of a turbine to earthquake shaking while spinning. Excellent correlation was observed between the conventional measurements and results from videogrammetry. This paper presents the methodology used and key response parameters. Such information is extremely valuable for validation of numerical simulation of combined earthquake and wind loads for wind turbines." @default.
- W2316418927 created "2016-06-24" @default.
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- W2316418927 date "2011-04-04" @default.
- W2316418927 modified "2023-09-27" @default.
- W2316418927 title "Measuring Global Response of a Wind Turbine to Simulated Earthquake Shaking Assisted by Point Tracking Videogrammetry" @default.
- W2316418927 cites W2154907067 @default.
- W2316418927 doi "https://doi.org/10.2514/6.2011-1946" @default.
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