Wind Effects on Low-Rise Metal Buildings: Database-Assisted Design versus ASCE 7-05 Standard Estimates

Author:

Coffman Bradley F.1234,Main Joseph A.1234,Duthinh Dat1234,Simiu Emil1234

Affiliation:

1. Structural Engineer, Structural Consultants and Associates, Sugar Land, TX 77478.

2. Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611 (corresponding author).

3. Research Structural Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

4. NIST Fellow, National Institute of Standards and Technology, Gaithersburg, MD 20899-8611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. ASCE. (2006). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston Va.

2. Davenport A. G. Surry D. and Stathapoulos T. (1979). “Wind loads on low rise buildings: Final report of phases I & II.” Engineering Science Research Rep. No. BLWT-SS8-1977 Boundary Layer Wind Tunnel Laboratory The Univ. of Western Ontario London Ont.

3. Fritz W. P. Bienkewicz B. Bo C. Flamand O. Ho T. C. E. Kikitsu H. and Letchford C. (2005). “International comparison of wind tunnel estimates of wind effects on an industrial building model: Test-related uncertainties.” Proc. 9th Int. Conf. on Structural Safety and Reliability Rome G. Augusti and G. Schuëller eds. Millpress Rotterdam.

4. The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data

5. Long F. (2005). “Uncertainties in pressure coefficients derived from full and model scale data.” Wind Science and Engineering Research Center Rep. Dept. of Civil Engineering Texas Tech Univ. Lubbock Tex.

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