Behavior of a new steel-concrete hybrid frame system

American Concrete Institute, ACI Special Publication

Volumn SP-196, Issue , 2000, Pages 175-188

  Aboutaha, Riyad S ^a  

^a SYRACUSE UNIVERSITY   (United States)

Author keywords

Confinement; Ductility; Headed bars; Plastic hinge; Reinforced concrete; Seismic resistance; Shear resistance; Steel tube

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; DETERIORATION; DUCTILITY; SEISMIC DESIGN; SEISMOLOGY; STRUCTURAL FRAMES; TALL BUILDINGS; TUBES (COMPONENTS); TUBULAR STEEL STRUCTURES;

CONFINEMENT; FRAME SYSTEMS; HEADED BARS; PLASTIC HINGES; PLASTIC MECHANISM; REINFORCED CONCRETE BEAMS; REINFORCED CONCRETE COLUMN; SEISMIC RESISTANCE; SHEAR RESISTANCES; STEEL TUBE;

REINFORCED CONCRETE;

EID: 0037817003     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Paulay, T., and Priestley, M.J.N. "Seismic Design of Reinforced Concrete and Masonry Buildings," John Wiley and Sons, New York, 1992.
2. Park, R., and Dai, R., "A Comparison of the Behavior of Reinforced Concrete Beam-Column Joints Designed for Ductility and Limited Ductility," Bulletin of the New Zealand national Society for Earthquake Engineering, Vol. 21, No.4, December 1988, pp. 255-278.
3. New Zealand Standard Code of Practice for the Design of Concrete Structures, NZS 3101: Part 1, 127p.; CommentaryNZS 3101: Part2, 156 p.; Standard Association of New Zealand, Wellington, New Zealand, 1982.
4. Tomii, M., Sakino, K., and Xiao, Y., "Ultimate Moment of Reinforced Concrete Short Columns Confined in Steel Tube," Pacific Conference on Earthquake Engineering, New Zealand, 5-8 August, 1987.