New Design Procedure for Wind Uplift Resistance of Architectural Metal Roofing Systems-Reference-Cited by-同舟云学术

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

Published:2006-12 Issue:4 Volume:12 Page:168-177
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Baskaran A.¹²³,Ham H.¹²³,Lei W.¹²³

Affiliation:

1. Group Leader and Senior Research Officer, National Research Council Canada, Institute for Research in Construction, 1200 Montreal Rd., Ottawa ON, Canada K1A 0R6.

2. Formerly, Visiting Research Fellow, National Research Council Canada, Institute for Research in Construction, 1200 Montreal Rd., Ottawa ON, Canada K1A 0R6.

3. Technical Officer, National Research Council Canada, Institute for Research in Construction, 1200 Montreal Rd., Ottawa ON, Canada K1A 0R6.

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%291076-0431%282006%2912%3A4%28168%29

Reference18 articles.

1. American Society for Testing and Materials (ASTM). (2002). “Tests for structural performance of sheet metal roof and sliding system by uniform air pressure difference.” ASTM E 1592 Annual Book of ASTM Standards Philadelphia.

2. A New Dynamic Wind Load Cycle to Evaluate Mechanically Attached Flexible Membrane Roofs

3. Baskaran A and Ham H. (2003). “Design guidelines for the wind uplift resistance of architectural metal roofing systems.” Proc. 11th Int. Conf. on Wind Engineering Texas Tech University Lubbock Tex.

4. Baskaran A. and Lei W. (1997). “A new facility for dynamic wind performance evaluation of roofing systems.” Proc. 4th Int. Symp. on Roofing Technology NRCA/NIST Washington D.C. 168–179.

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