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TECHNICAL PAPERS

Moment-Based Load and Response Models With Wind Engineering Applications

[+] Author and Article Information
Steven R. Winterstein, Tina Kashef

Civil and Environmental Engineering Dept., Stanford University, Stanford, CA 94305-4020

J. Sol. Energy Eng 122(3), 122-128 (May 01, 2000) (7 pages) doi:10.1115/1.1288028 History: Received April 01, 1999; Revised May 01, 2000
Copyright © 2000 by ASME
Topics: Stress , Wind
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References

Figures

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Histogram of rainflow-counted stress amplitudes, all values included
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Histogram of rainflow-counted stress amplitudes, values above 54.2 only
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Histogram of rainflow-counted stress amplitudes, values above 65.1 only
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Contribution of different stress amplitude levels to total damage
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Fitting standard Weibull distributions, with various imposed shifts
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Fitting quadratic Weibull distributions, with various imposed shifts. (Note lesser sensitivity to shift value compared with standard Weibull fit.)
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Quadratic vs. cubic Weibull blade load distributions, fit to values above 54.2 only. (Note the double curvature of cubic Weibull model on this Weibull scale plot.)
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Quadratic vs. cubic Weibull blade load distributions, fit to values above 65.1 only
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Oscillator Response; 30% Damping
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Oscillator Response; 10% Damping

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