Aerodynamic Loads on Tall Buildings: Interactive Database
Publication: Journal of Structural Engineering
Volume 129, Issue 3
Abstract
Under the action of wind, tall buildings oscillate simultaneously in the alongwind, acrosswind, and torsional directions. While the alongwind loads have been successfully treated using quasi-steady and strip theories in terms of gust loading factors, the acrosswind and torsional loads cannot be treated in this manner, since these loads cannot be related in a straightforward manner to the fluctuations in the approach flow. Accordingly, most current codes and standards provide little guidance for the acrosswind and torsional response. To fill this gap, a preliminary, interactive database of aerodynamic loads is presented, which can be accessed by any user with Microsoft Explorer at the URL address http://www.nd.edu/∼nathaz/. The database is comprised of high-frequency base balance measurements on a host of isolated tall building models. Combined with the analysis procedure provided, the nondimensional aerodynamic loads can be used to compute the wind-induced response of tall buildings. The influence of key parameters, such as the side ratio, aspect ratio, and turbulence characteristics for rectangular sections, is also discussed. The database and analysis procedure are viable candidates for possible inclusion as a design guide in the next generation of codes and standards.
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References
American Society of Civil Engineers (ASCE) (2000). ASCE 7-98 minimum design loads for buildings and other structures, Reston, Va.
Architectural Institute of Japan (AIJ) (1996). Recommendations for loads-on buildings, Tokyo.
Australian Standard (AS) (1989). SAA Loading code, part 2—Wind forces, AS1170.2-89, Sydney, Australia.
Boggs, D. W., and Peterka, J. A.(1989). “Aerodynamic model tests of tall buildings.” J. Eng. Mech., 115(3), 618–635.
Choi, H., and Kanda, J.(1993). “Proposed formulae for the power spectral densities of the fluctuating lift and torque on rectangular 3-D cylinders.” J. Wind. Eng. Ind. Aerodyn., 46/47, 507–516.
Gurley, K., Kijewski, T., and Kareem, A. (2001). “Higher order correlation detection in nonlinear aerodynamic systems using wavelet trans-forms.” Proc. Int. Conf. on Structural Safety and Reliability, Newport Beach, Calif.
Haan, F. L., Jr., Kareem, A., and Szewczyk, A. A.(1998). “Effects of turbulence on the pressure distribution around a rectangular prism.” J. Wind. Eng. Ind. Aerodyn., 77/78, 381–392.
Kareem, A.(1982). “Acrosswind response of buildings.” J. Struct. Eng., 108(4), 869–887.
Kareem, A.(1985). “Lateral-torsional motion of tall buildings.” J. Struct. Eng., 111(11), 2479–2496.
Kareem, A.(1988). “Measurements and analysis of pressure fluctuations on prismatic structures in turbulent boundary layer flows.” J. Wind. Eng. Ind. Aerodyn., 137, 229–235.
Kareem, A.(1990). “Measurements of pressure and force fields on building models in simulated atmospheric flows.” J. Wind. Eng. Ind. Aerodyn., 36, 589–599.
Kareem, A.(1997). “Correlation structure of random pressure fields.” J. Wind. Eng. Ind. Aerodyn., 69–71, 507–516.
Kareem, A., and Cermak, J. E.(1984). “Pressure fluctuations on a square building model in boundary-layer flows.” J. Wind. Eng. Ind. Aerodyn., 16, 17–41.
Kareem, A., and Cheng, C. M. (1984). “Acrosswind response of towers and stacks of circular cross-section.” Rep. No. UHCE 84-5, Dept. of Civil Engineering, Univ. of Houston, Houston.
Kareem, A., and Zhou, Y. (2002). “Gust loading factor—Past, present, and future.” Proc., Engineering Symp. to Honor Alan G. Davenport for his 40 Years of Contributions, Univ. of Western Ontario, London, Ont.; also in J. Wind Eng. Ind. Aerodyn., in press.
Kijewski, T., Hann, F., and Kareem, A. (2001). “Wind-induced vibrations.” Encyclopedia of vibration, S. G., Braun, D. J., Ewins, and S. S., Rao, eds., Academic, New York, 1578–1587.
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.
Marukawa, H., Ohkuma, T., and Momomura, Y.(1992). “Acrosswind and torsional acceleration of prismatic high rise buildings.” J. Wind. Eng. Ind. Aerodyn., 41–44, 1139–1150.
National Research Council of Canada (NRCC). (1996). User’s guide-NBCC1995 structural commentaries (part 4), Quibec.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, 3rd Ed., Wiley, New York.
Tschanz, T., and Davenport, A. G.(1983). “The base balance technique for the determination of dynamic wind loads.” J. Wind. Eng. Ind. Aerodyn., 13, 429–439.
Vickery, P. J., et al. (1985). “The effect of modal shape on wind-induced response of tall buildings.” Proc., 5th U.S. Nat. Conf. on Wind Engineering, Lubbock, Tex.
Zhou, Y., and Kareem, A.(2001). “Gust loading factor: New Model.” J. Struct. Eng., 127(2), 168–175.
Zhou, Y., Kareem, A., and Gu, M. (1999). “Gust loading factors for design applications.” Proc., 10th Int. Conf. on Wind Engineering, Copenhagen, Denmark, 169–176.
Zhou, Y., Kareem, A., and Gu, M.(2002). “Mode shape corrections for wind load effects.” J. Eng. Mech., 128(1), 15–23.
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Apr 24, 2001
Accepted: Dec 11, 2001
Published online: Feb 14, 2003
Published in print: Mar 2003
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