Analysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs-Reference-Cited by-同舟云学术

Analysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs

Published:2010-03 Issue:3 Volume:136 Page:334-337
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Morrison Murray J.¹²,Kopp Gregory A.¹²

Affiliation:

1. Ph.D. Candidate, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, Canada N6A 5B9.

2. Professor and Canada Research Chair in Wind Engineering, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, Canada N6A 5B9(corresponding author).

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%29ST.1943-541X.118

Reference9 articles.

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

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

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

4. Ho T. C. E. and Surry D. (2000). “Factory mutual-high resolution pressure measurements on roof panels.” Rep. No . BLWT-SS11-2000 Boundary Layer Wind Tunnel Laboratory London Ont.

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

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