Assessment of ASCE 7 Standard Wind Load Factors for Tall Building Response Estimates
Publication: Journal of Structural Engineering
Volume 134, Issue 5
Abstract
Wind load factors incorporated in the ASCE 7-05 standard are based on rough approximations of wind effects and the uncertainties inherent in them. These factors are routinely applied to tall building design, even though the original calculations on which they are based disregard two important facts characterizing tall building response to wind. First, wind effects on flexible structures are proportional to the wind speeds raised to powers larger than two, instead of the power two, as is the case for rigid buildings. Second, dynamic response parameters, that is, the natural frequencies of vibration and the damping ratios affecting the response, exhibit significant uncertainties. It is shown that, for these reasons, the use of ASCE 7-05 wind load factors for the design of tall flexible buildings results in safety levels that can be significantly lower than safety levels typical of common, rigid structures.
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References
ASCE. (2005). Minimum design loads for buildings and other structures, ASCE Standard 7-05, Reston, Va.
Fritz, W. P. (2003). “Period and damping selection for the design and analysis of building structures.” Ph.D. dissertation, The Johns Hopkins Univ., Baltimore.
Main, J. A., and Fritz, W. P. (2006). Database-assisted design for wind: Concepts, software, and examples for rigid and flexible buildings, Building Science Series 180, National Institute of Standards and Technology (NIST), Gaithersburg, Md.
National Institute of Standards and Technology. (2007). “Extreme winds and wind effects on structures.” ⟨http://www.nist.gov/wind⟩.
Simiu, E., and Miyata, T. (2006). Design of buildings and bridges for wind, Wiley, Hoboken, N.J.
Venanzi, I. (2005). “Analysis of the torsional response of wind-excited high-rise buildings.” Ph.D. dissertation, Univ. degli Studi di Perugia, Perugia, Italy.
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Copyright
© 2008 ASCE.
History
Received: Nov 16, 2006
Accepted: Jul 23, 2007
Published online: May 1, 2008
Published in print: May 2008
Notes
Note. Associate Editor: Kurtis R. Gurley
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