Plastic Hinge Analysis
Author:
Affiliation:
1. Members, ASCE
2. Asst. Prof., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712.
3. Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, ON, Canada.
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%3A9%281092%29
Reference18 articles.
1. Azizinamini A. and Kuska S. ( 1994). “Seismic behavior of high-strength concrete columns.” Proc. 5th U.S. Nat. Conf. on Earthquake Engineering Vol. 2 599–608.
2. Bayrak O. ( 1999). “Seismic performance of rectilinearly confined high strength concrete columns.” PhD thesis University of Toronto Toronto.
3. Confinement Reinforcement Design Considerations for Ductile HSC Columns
4. Bresler B. and Gilberg P. H. ( 1961). “Tie requirements for reinforced concrete columns.” ACI J. 58(5) 555–570.
5. “Flexural members with confined concrete.”;Kent D. C.;J. Struct. Div.,1971
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