Concrete-Steel Composite Coupling Beams. II: Subassembly Testing and Design Verification
Author:
Affiliation:
1. Struct. Engr., S&B Infrastructure, Ltd., 3535 Sage Rd., Houston, TX 77056-7011.
2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.
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%290733-9445%282001%29127%3A6%28632%29
Reference10 articles.
1. American Concrete Institute (ACI). ( 1995). “Building code requirements for reinforced concrete and commentary.” ACI 318-95 / ACI 318R-95 Detroit.
2. Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns
3. Collins M. and Mitchell D. ( 1991). Prestressed concrete structures Prentice-Hall Englewood Cliffs N.J.
4. Deierlein G. G. ( 1992). “Design guidelines for joints between steel beams and reinforced concrete columns.” Proc. Struct. Congr. '92 ASCE New York.
5. Gong B. and Shahrooz B. M. ( 1998). “Seismic behavior and design of composite coupled wall systems.” Rep. No. UC-CII 98 / 01 Cincinnati Infrastructure Institute Cincinnati.
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