Discussion of “Peak Wind Load Comparison: Theoretical Estimates and ASCE 7” by Henry W. Tieleman, Mohamed A. K. Elsayed and Muhammad R. Hajj
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 133, Issue 10
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References
Diniz, S., and Simiu, E. (2005). “Probabilistic description of wind effects and load factors for database-assisted design.” J. Struct. Eng., 131, 507–516.
Fritz, W. P., Benkiewicz, B., Flamand, O., Ho, E., Letchford, C., and Cui, B. (2005). “International comparison of wind tunnel estimates of wind effects on an industrial building model: Test-related uncertainties.” Proc., 5th Int. Conf. on Structural Safety and Reliability, G. Augusti and G. Schuëller, eds., University “La Sapienza,” Rome.
Sadek, F., and Simiu, E. (2002). “Peak non-Gaussian wind effects for database-assisted low-rise building design.” J. Eng. Mech., 128(5), 530–539.
Simiu, E., and Miyata, T. (2006). Design of buildings and bridges for wind loads: A practical guide for ASCE-7 standard users and for designers of special structures, Wiley, Hoboken, N.J.
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Published In
Journal of Structural Engineering
Volume 133 • Issue 10 • October 2007
Pages: 1484 - 1485
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© 2007 ASCE.
History
Published online: Oct 1, 2007
Published in print: Oct 2007
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Emil Simiu, F.ASCE
NIST Fellow, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.