A peak factor for non-Gaussian response analysis of wind turbine tower

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 96, Issue 10-11, 2008, Pages 2217-2227

  Binh, Luong Van ^a   Ishihara, Takeshi ^a   Phuc, Pham Van ^a   Fujino, Yozo ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Non Gaussian response; Peak factor; Resonance; Skewness; Spatial correlation; Wind turbine tower

Indexed keywords

AERODYNAMIC LOADS; BUILDINGS; CHLORINE COMPOUNDS; DYNAMIC LOADS; DYNAMIC RESPONSE; ELECTRIC GENERATORS; ESTIMATION; GAUSSIAN NOISE (ELECTRONIC); LOADS (FORCES); TOWERS; TRELLIS CODES; TURBINES; WIND POWER; WIND STRESS; WIND TURBINES;

BACKGROUND RESPONSE; COMPLEX TERRAINS; DESIGN WIND LOADS; DYNAMIC EFFECTS; EQUIVALENT STATIC WIND LOADS; MEAN WINDS; NON LINEARITIES; NON-GAUSSIAN; NON-GAUSSIAN RESPONSE; NON-LINEAR; PEAK FACTOR; PEAK FACTORS; RESONANCE; RESONANCE RESPONSE; RESPONSE ANALYSIS; SKEWNESS; SPATIAL CORRELATION; THIRD ORDER MOMENT; TURBULENCE INTENSITIES; WIND LOADS; WIND PRESSURES; WIND TURBINE TOWER; WIND VELOCITIES;

WIND EFFECTS;

EID: 49049092389     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jweia.2008.02.019     Document Type: Article

References (9)

1. Architectural Institute of Japan (AIJ), 1993. Recommendations for loads on buildings.
2. Davenport, A.G., 1964. Note on the distribution of the largest value of a random function with application to gust loading. In: Proceedings of the Institute of Civil Engineering, pp. 187-196.
3. Ishihara, T., Phuc, P.V., Fujino, Y., Takahara, K., Mekaru, T., 2005. Field test and full dynamic simulation on a stall regulated wind turbine. In: Proceedings of the Sixth Asia-Pacific Conference on Wind Engineering APCWE-VI, Seoul, Korea, September 12-14, 2005, pp. 599-612.
4. Ishikawa, T., 2004. A study on wind load estimation method considering dynamic effect for overhead transmission lines. Doctoral Thesis, Waseda University, Japan (in Japanese).
5. Kareem A., and Zhao J. Analysis of non-Gaussian surge response of tension leg platforms under wind loads. Trans. ASME 116 August (1994)
6. Kareem A., and Zhou Y. Gust loading factor-past, present and future. J. Wind Eng. Ind. Aerodyn. 91 (2003) 1301-1328
7. Kitada Y., Hattori K., Ogata M., and Kanda J. Stochastic seismic floor response analysis method for various damping system. Nucl. Eng. Des. 128 (1991) 247-257
8. Nishijima K., Kanda J., and Choi H. Estimation of peak factor for non-Gaussian wind pressure. J. Struct. Constr. Eng. AIJ 557 July (2002) 79-84 (in Japanese)
9. The Danish Society of Engineers and The Federation of Engineers, 1992. Loads and safety of wind turbine construction Danish standard DS472.