Reliability-Based Evaluation of U.S. Design Provisions for Composite Steel Deck in Construction Stage
Author:
Affiliation:
1. Design Engineer, Metal Dek Group®, a unit of CSi®, 650 Rosewood Dr., Columbia, SC 29201 (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.0000437
Reference22 articles.
1. American Iron and Steel Institute (AISI). (2007). “North American specification for the design of cold-formed steel structural members.” AISI S100-07 Washington D.C.
2. American National Standard Institute (ANSI) and American Society of Civil Engineers (ASCE). (1992). “Standard for structural design of composite slabs.” ANSI/ASCE 3-91 NY.
3. American National Standard Institute (ANSI) and Steel Deck Institute (SDI). (2009). “Standard for composite steel floor deck.” ANSI/SDI C1.0-2006 Fox River Grove IL.
4. Survey Results for Concrete Construction Live Loads on Newly Poured Slabs
5. Practical Structural Reliability Techniques
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3. Construction stage reliability of composite steel deck designed according to Canadian Standard;Canadian Journal of Civil Engineering;2012-03
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