Seismic Response of Exterior RC Column-to-Steel Beam Connections
Author:
Affiliation:
1. Members, ASCE
2. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI 48109-2125.
3. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, MI.
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%282000%29126%3A10%281113%29
Reference16 articles.
1. American Concrete Institute (ACI). ( 1999). “Building code requirements for structural concrete.” ACI 318-99 Farmington Hills Mich.
2. Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns
3. Deierlein G. G. Yura J. A. and Jirsa J. O. ( 1988). “Design of moment connections for composite framed structures.” PMFSEL Rep. No. 88-1 University of Texas at Austin Austin Tex.
4. Ehsani M. R. and Wight J. K. ( 1985). “Exterior reinforced concrete beam-to-column connections subjected to earthquake-type loading.” ACI J . 82(4) 492–499.
5. Griffis L. ( 1986). “Some design considerations for composite-frame structures.” Engrg. J . 23(2) 59–64.
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