Gust loading factor: new model

Journal of structural engineering New York, N.Y.

Volumn 127, Issue 2, 2001, Pages 168-175

  Zhou, Yin ^a   Kareem, Ahsan ^a  

^a University of Notre Dame   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; DYNAMIC LOADS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; STRUCTURAL DESIGN;

EQUIVALENT STATIC WIND LOADING; GUST LOADING FACTOR METHOD;

WIND EFFECTS;

EID: 0035252982     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:2(168)     Document Type: Article

References (23)

1. American Concrete Institute (ACI). (1988). "Standard practice for the design and construction of cast-in-place reinforced concrete chimneys." ACI 307-88, Detroit.
2. Architectural Institute of Japan (AIJ). (1996). "Recommendations for loads on buildings." Tokyo.
3. ASCE. (1999). "Minimum design loads for buildings and other structures." ASCE 7-98, 9, Reston, Va.
4. Australian Standards. (1989). "SAA Loading code, part 2: Wind forces." AS1170.2-89, Australia.
5. Boggs, D. W. (1991). "Wind loading and response of tall structures using aerodynamic models." PhD thesis, Colorado State University, Fort Collins, Colo.
6. Boggs, D. W., and Peterka, J. A. (1989). "Aerodynamic model tests of tall buildings." J. Engrg. Mech., ASCE, 115(3), 618-635.
7. Davenport, A. G. (1967). "Gust loading factors." J. Struct. Div., ASCE, 93(3), 11-34.
8. Davenport, A. G. (1999). "Missing links in wind engineering." Proc., 10th ICWE, Copenhagen, 1-8.
9. Drybre, C., and Hansen, S. O. (1997). Wind loads on structures, Wiley, New York.
10. "EUROCODE 1: Basis of design and actions on structures, part 2.4: Actions on structures - wind actions." (1995). European Prestandard ENV 1991-2-4.
11. Kareem, A. (1986). "Synthesis of fluctuating along-wind loads on tall buildings." J. Engrg. Mech., ASCE, 112(1), 121-125.
12. Lee, B. E., and Ng, W. K. (1988). "Comparisons of estimated dynamic along-wind responses." J. Wind Engrg. Indust. Aerodyn., 30, 153-162.
13. National Research Council of Canada (NRCC). (1996). "User's guide -NBCC1995 structural commentaries (part 4)."
14. Simiu, E., and Scanlan, R. (1996). Wind effects on structures: fundamentals and applications to design, 3rd Ed., Wiley, New York.
15. Solari, G. (1993a). "Gust buffeting. I: Peak wind velocity and equivalent pressure." J. Struct. Engrg., ASCE, 119(2), 365-382.
16. Solari, G. (1993b). "Gust buffeting. II: Dynamic along-wind response." J. Struct. Engrg., ASCE, 119(2), 383-397.
17. Solari, G., and Kareem, A. (1998). "On the formulation of ASCE 7-95 gust effect factor." J. Wind Engrg. Indust. Aerodyn., 77-78, 673-684.
18. Vickery, B. J. (1995). "The response of chimneys and tower-like structures to wind loading." Proc., 9th Int. Conf. on Wind Engrg., New Delhi, 205-233.
19. Zhou, Y., Gu, M., and Xiang, H. F. (1999a). "Along-wind static equivalent wind loads and response of tall buildings. I: Unfavorable distributions of static equivalent wind loads." J. Wind Engrg. Indust. Aerodyn., 79(1-2), 135-150.
20. Zhou, Y., Gu, M., and Xiang, H. F. (1999b). "Along-wind static equivalent wind loads and response of tall buildings. II: Effects of the mode shape." J. Wind Engrg. Indust. Aerodyn., 79(1-2), 151-158.
21. Zhou, Y., and Kareem, A. (2000). "Aeroelastic balance." Proc., 4th Int. Colloquium on Bluff Body Aerodyn. and Applications, Bochum, Germany, 599-602.
22. Zhou, Y., Kareem, A., and Gu, M. (1999c). "Gust loading factors for design applications." Proc., 10th ICWE, Copenhagen, 169-176.
23. Zhou, Y., Kareem, A., and Gu, M. (2000). "Equivalent static buffeting wind loads on structures." J. Struct. Engrg., ASCE, 126(8), 989-992.