Wind Uplift Performance of Composite Metal Roof Assemblies-Reference-Cited by-同舟云学术

Wind Uplift Performance of Composite Metal Roof Assemblies

Published:2012-03 Issue:1 Volume:18 Page:2-15
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Baskaran A.¹²³⁴,Molleti S.¹²³⁴,Ko S.¹²³⁴,Shoemaker L.¹²³⁴

Affiliation:

1. Group Leader, Institute for Research in Construction, National Research Council Canada, 1200 Montreal Road, Ottawa, ON K1A OR6 Canada.

2. Research Officer, Institute for Research in Construction, National Research Council Canada, 1200 Montreal Road, Ottawa, ON K1A OR6 Canada (corresponding author).

3. Technical Officer, Institute for Research in Construction, National Research Council Canada, 1200 Montreal Road, Ottawa, ON K1A OR6, Canada.

4. Director, Metal Building Manufacturers Association 1300 Summer Avenue, Cleveland, OH-44115-2851.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000042

Reference21 articles.

1. American Iron and Steel Institute. (2001). “North American specification for the design of cold-formed steel structural members.” AISI Washington DC.

2. American National Standards Institute (ANSI). (2004). “Evaluating the simulated wind uplift resistance of roof assemblies using static positive and/or negative differential pressures.” ANSI/FM Approvals 4474 Norwood MA.

3. ASCE. (2005). “Minimum design loads for building and other structures.” ASCE/SEI 7-05 Reston VA.

4. ASTM. (2005). “Standard test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference.” E1592 Conshohoken PA.

5. New Design Procedure for Wind Uplift Resistance of Architectural Metal Roofing Systems

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