Strength and Reliability of Structural Steel Roofs Subjected to Ponding Loads
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). ORCID: .
2. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.
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.0002882
Reference16 articles.
1. Baber T. T. and E. D. Rigsbee. 2010. “Noniterative finite element analysis of ponding.” In Proc. Structures Congress 2010 1150–1159. Reston VA: ASCE.
2. The ponding problem on flat steel roof grids
3. Approximate ponding analysis by amplified first-order analysis
4. Specifying camber;Downey E. W.;Mod. Steel Constr.,2006
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