Full-field shingle uplift measurements using StereoDIC: Comparison of single and double sealant three-tab shingle responses when subjected to hurricane velocity winds-Reference-Cited by-同舟云学术

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Full-field shingle uplift measurements using StereoDIC: Comparison of single and double sealant three-tab shingle responses when subjected to hurricane velocity winds

Published:2022-05 Issue: Volume:224 Page:104861
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Rajan Sreehari,Myers Troy,Sutton Michael A.^ORCID,Boozer Max^ORCID,Kidane Addis,Ghorbani Rahim,Matta Fabio

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference31 articles.

1. Revised 2002.L Loading for Buildings —Part 2: Code of Practice for Wind Loads;BS 6399-2,1997

2. Wind tunnel design for physical modeling of atmospheric boundary layer;Cermak;ASCE J. Engineering Mechanics,1981

3. Cochran LS. Prediction of Wind Induced Uplift of Asphalt Roofing Shingles on Low Rise Buildings;Cermak,1991

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Progressive failure of asphalt shingles under high winds: Assessment via full-field deformation measurements on full-scale roof panels;Journal of Wind Engineering and Industrial Aerodynamics;2023-12

2. A hybrid experimental-computational study: Prediction of flow fields and full-field pressure distributions on measured shapes of three-tab asphalt roofing shingles subjected to hurricane velocity winds;Forces in Mechanics;2023-05

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