Wind Tunnel and Uniform Pressure Tests of a Standing Seam Metal Roof Model-Reference-Cited by-同舟云学术

Wind Tunnel and Uniform Pressure Tests of a Standing Seam Metal Roof Model

Published:2005-04 Issue:4 Volume:131 Page:650-659
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Farquhar Steven¹²³,Kopp Gregory A.¹²³,Surry David¹²³

Affiliation:

1. MESc Student, Alan G. Davenport Wind Engineering Group, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London ON, Canada N6A 5B9.

2. Associate Professor and Canada Research Chair in Environmental Fluid Mechanics, Alan G. Davenport Wind Engineering Group, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London ON, Canada N6A 5B9 (corresponding author).

3. Professor and Research Director, Alan G. Davenport Wind Engineering Group, Boundary Layer Wind Tunnel Laboratory, Univ., Western Ontario, London ON, Canada N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A4%28650%29

Reference22 articles.

1. ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE-7-02 ASCE Reston Va.

2. The relationship between the gust ratio, terrain roughness, gust duration and the hourly mean wind speed

3. ASTM. (2001). “Standard test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference.” Designation E 1592-01 Philadelphia.

4. Interpolation of pressure time series in an aerodynamic database for low buildings

5. Dataplot Documentation (1996). ⟨http://www.itl.nist.gov/div898/software/dataplot/document.htm⟩.

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