Nonprismatic Beam Element for Beams with RBS Connections in Steel Moment Frames
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Kongju National Univ., Kongju, Chungnam, Korea.
2. Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.
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%282007%29133%3A2%28176%29
Reference12 articles.
1. AISC. (2005a). “Seismic provisions for structural steel buildings.” ANSI/AISC 341–2005 Chicago.
2. AISC. (2005b). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358–05 Chicago.
3. Chen S. J. and Yeh C. H. (1994). “Enhancement of ductility of steel beam-to-column connections for seismic resistance.” Proc. 1994 Annual Task Group Technical Session Structural Stability Research Council Bethlehem Pa. 327–338.
4. Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames
5. The dogbone connection. Part II;Engelhardt M. D.;Modern Steel Constr.,1996
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