Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes

Journal of Structural Engineering

Volumn 131, Issue 7, 2005, Pages 1071-1082

  Chen, Xinzhong ^a   Kareem, Ahsan ^b  

^a Department of Electrical and Computer Engineering   (United States)

^b University of Notre Dame   (United States)

Author keywords

Building design; Dynamic analysis; Random vibration; Structural dynamics; Three dimensional models; Wind loads; Wind tunnel tests

Indexed keywords

BUILDING DESIGN; DYNAMIC ANALYSIS; RANDOM VIBRATIONS; STRUCTURAL DYNAMICS; THREE-DIMENSIONAL MODELS; WIND LOADS; WIND TUNNEL TESTS;

ATMOSPHERICS; DYNAMIC MECHANICAL ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; VIBRATIONS (MECHANICAL); WIND; WIND TUNNELS;

BUILDINGS;

EID: 20444458436     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:7(1071)     Document Type: Article

References (34)

1. American Society of Civil Engineers (ASCE). (1999). Wind tunnel studies of buildings and structures, ASCE Manuals and reports on engineering practice No. 67, ASCE, New York.
2. American Society of Civil Engineers (ASCE). (2002). "Minimum design loads for buildings and other structures." ASCE 7-02, ASCE, New York.
3. Boggs, D. W., and Peterka, J. A. (1989). "Aerodynamic model tests of tall buildings." J. Eng. Mech., 115(3), 618-635.
4. Chen, X., and Kareem, A. (2001). "Equivalent static wind loads for buffeting response of bridges." J. Struct. Eng. 127(12), 1467-1475.
5. Chen, X., and Kareem, A. (2004). "Equivalent static wind loads on tall buildings: New model." J. Struct. Eng. 130(10), 1425-1435.
6. Davenport, A. G. (1967). "Gust loading factors." J. Struct. Div. ASCE, 93, 11-34.
7. Davenport, A. G. (1985). "The representation of the dynamic effects of turbulent wind by equivalent static wind loads." Proc. AISC/CISC Int. Symp. on Struct. Steel, Chicago, 3-1-3-13.
8. Davenport, A. G. (1995). "How can we simplify and generalize wind loads?" J. Wind. Eng. Ind. Aerodyn., 54-55, 657-669.
9. Der Kiureghian, A. (1980). "Structural response to stationary excitation." J. Eng. Mech. 106(6), 1195-1213.
10. Flay, R. G. J., Yip, D. Y. N., and Vickery, B. J. (1999). "Wind induced dynamic response of tall buildings with coupled 3D modes of vibration." Wind Engineering into 21st Century, Larsen, Larose, and Livesey, eds., Balkema, Rotterdam, The Netherlands, Proc., 10th Int. Conf. on Wind Eng., Copenhagen, Denmark, 645-652.
11. Holmes, J. D. (1994). "Along-wind response of lattice towers. Part I: Derivation of expression for gust response factors." Eng. Struct. 16, 287-292.
12. Holmes, J. D. (1996). "Along-wind of lattice towers. Part III: Effective load distribution." Eng. Struct. 18, 483-488.
13. Holmes, J. D. (2002). "Effective static load distributions in wind engineering." J. Wind. Eng. Ind. Aerodyn. 90, 91-109.
14. Holmes, J. D., Rofail, A., and Aurelius, L. (2003). "High-frequency base balance methodologies for tall buildings with torsional and coupled resonant modes." Proc., 11th Int. Conf. on Wind Eng., 2381-2387.
15. Irwin, P. A., and Xie, J. (1993). "Wind loading and serviceability of tall buildings in tropical cyclone regions." Proc., 3rd Asia-Pacific Symp. on Wind Engineering, Univ. of Hong Kong.
16. Kareem, A. (1985). "Lateral-torsional motion of tall buildings." J. Struct. Eng., 111(11), 2479-2496.
17. Kareem, A., and Cermak, J. E. (1979). "Wind tunnel simulation of wind-structure interactions." ISA Trans., 18(4), 23-41.
18. Kareem, A., and Zhou, Y. (2003). "Gust loading factors-Past, present, and future." J. Wind. Eng. Ind. Aerodyn. 91(12-15), 1301-1328.
19. Kasperski, M. (1992). "Extreme wind load distributions for linear and nonlinear design." Eng. Struct. 14, 27-34.
20. Kijewski, T., and Kareem A. (1998). "Dynamic wind effects; A comparative study of provisions in codes and standards with wind tunnel data." Wind Struct., 1(1), 77-109.
21. Piccardo, G., and Solari, G. (2000). "Three-dimensional wind-excited response of slender structures: Closed-form solution." J. Struct. Eng. 126(8), 936-943.
22. Reinhold, T. A., and Kareem, A. (1986). "Wind loads and building response predictions using force balance techniques." Proc., 3rd Eng. Mech. Conf.-Dynamic Response of Structures, ASCE, New York, 390-397.
23. Repetto, M. P., and Solari, G. (2004). "Equivalent static wind actions on structures." J. Wind. Eng. Ind. Aerodyn., 100(7), 1032-1040.
24. Shimada, K., Tamura, Y., Fujii, K., and Wakahara, T. (1990). "Wind induced torsional motion of tall building." Proc., 11th National Symp. Wind Eng., 221-226 (in Japanese).
25. Tallin, A., and Ellingwood, B. (1985). "Wind induced lateral-torsional buildings." J. Struct. Eng., 111(10), 2197-2213.
26. Tschanz, T., and Davenport, A. G. (1983). "The base balance technique for the determination of dynamic wind loads." J. Wind. Eng. Ind. Aerodyn. 13(1-3), 429-439.
27. Vickery, P. J., Steckley, A. C., Isyumov, N., and Vickery, B. J. (1985). "The effect of mode shape on the wind induced response of tall buildings." Proc., 5th U.S. National Conf. Wind Eng., Texas Tech Univ., Lubbock, Tex., 1B-41-1B-48.
28. Xie, J., Irwin, P. A., and Accardo, M. (1999). "Wind load combinations for structural design of tall buildings." Wind Engineering into 21st Century, Larsen, Larose, and Livesey, eds., Balkema, Rotterdam, The Netherlands, Proc. 10th Int. Conf. on Wind Eng., Copenhagen, Denmark, 163-168.
29. Xie, J., Kumar, S., and Gamble, S. (2003). "Wind loading study for tall buildings with similar dynamic properties in orthogonal directions." Proc., 11th Int. Conf. Wind Eng., Lubbock, Tex, 2390-2396.
30. Xu, Y. L., and Kwok, K. C. S. (1993). "Mode shape corrections for wind tunnel tests of tall buildings." Eng. Struct., 15, 618-635.
31. Yip, D. Y. N., and Flay, R. G. J. (1995). "A new force balance data analysis method for wind response predictions of tall buildings." J. Wind. Eng. Ind. Aerodyn., 54/55, 457-471.
32. Zhou, Y., and Kareem, A. (2001). "Gust loading factor: New model." J. Struct. Eng. 127(2), 168-175.
33. Zhou, Y., Kareem, A., and Gu, M. (2002). "Mode shape corrections for wind load effects." J. Eng. Mech. 128(1), 15-23.
34. Zhou, Y., and Kareem, A. (2003). "Aeroelastic balance." J. Eng. Mech. 129(3), 283-292.