Verification of ASCE 7-16 Pressure Coefficients and Database-Assisted Design of Purlins and Girts Accounting for Wind Directionality-Reference-Cited by-同舟云学术

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Verification of ASCE 7-16 Pressure Coefficients and Database-Assisted Design of Purlins and Girts Accounting for Wind Directionality

Published:2020-03 Issue:3 Volume:146 Page:06020001
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Duthinh Dat¹,Simiu Emil²

Affiliation:

1. Research Structural Engineer, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899 (corresponding author).

2. NIST Fellow, Engineering Laboratory, National Institute of Standards and Technology, Gaithersburg, MD 20899.

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.0002543

Reference22 articles.

1. Access Steel. 2009. “Scheme development: Purlin structure design.” Accessed March 20 2018. http://www.fire-research.group.shef.ac.uk/portals/Files/Purlins/Purlin%20structure%20design.pdf.

2. Hurricane wind speeds in the United States;Batts M. E.;J. Struct. Div.,1980

3. Chung K. F. and H. C. Ho. 2004. “Structural behaviour of high strength cold-formed steel Z-purlins with overlaps.” In Vol. 6 of Proc. 17th Int. Specialty Conf. on Cold-Formed Steel Structures. Orlando FL.

4. Wind speeds over short periods of time;Durst C. S.;Meteor. Mag.,1960

5. Analysis of Wind Pressure Data on Components and Cladding of Low-Rise Buildings

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