Nonlinear behavior of rocking beam-columns with confined ends

8th US National Conference on Earthquake Engineering 2006

Volumn 7, Issue , 2006, Pages 4065-4074

  Roh, H S ^a   Reinhorn, A M ^a  

^a UNIVERSITY AT BUFFALO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL RESULTS; BEAM-COLUMNS; CONTACT BOUNDARY; ELASTIC STRESS DISTRIBUTION; MECHANICAL MODEL; NONLINEAR BEHAVIOR; PROGRESSIVE COLLAPSE; RETROFIT TECHNIQUES; VERTICAL DIRECTION; VERTICAL DISPLACEMENTS;

CIVIL ENGINEERING; CRUSHING; ENGINEERING GEOLOGY; STRUCTURAL DYNAMICS;

STRESS CONCENTRATION;

EID: 84865843220     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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9. VITI Stefania, Reinhorn, Andrei M. and Whittaker Andrew S., (2002), "Retrofit of Structures: Strength Reduction with Damping Enhancement." KEERC-MCEER Joint Seminar on Retrofit Strategies for Critical Facilities, Buffalo, July 30~August 1, 2002.
10. Toranzo, Luis, (2003), "The Use of Rocking Walls in Confined Masonry Structures: A Performance- Based Approach", Ph D Dissertation, University of Canterbury, Christchurch, New Zealand.
11. Toranzo, L., Restrepo, J. I., Mander, J. B., and Carr, A. J., "Seismic design of rocking confined masonry walls with hysteretic energy dissipaters and shake table validation." Paper #248, 13th World Conference for Earthquake Engineering, 2004, Vancouver, Canada.
12. Valles, R.E., Reinhorn, A.M., Kunnath, S.K., Li, C. and Madan, A., "IDARC-2D version 6.1: a computer program for the inelastic damage analysis of buildings", Technical Report NCEER-96-0010, June 1996.