Seismic behavior of rectangular concrete beams with spirals near potential plastic hinges

Advances in Earthquake Engineering

Volumn 13, Issue , 2003, Pages 121-130

  Jaafar, K ^a   Morley, C ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC BENDING; PLASTIC HINGES; SEISMIC DESIGN;

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; CRACKS; EARTHQUAKES; HINGES; SEISMOLOGY; SHEAR STRENGTH; STRUCTURAL LOADS;

CONCRETE BEAMS AND GIRDERS;

EID: 2942691662     PISSN: 1361617X     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Edmund Booth: Concrete structures in earthquake regions design and analysis, Edited by Edmund Booth Ove Arup and Partners, Longman Group 1994.
2. M.J.N. Priestley and R. Park: Strength and ductility of bridge sub structures presented at the bridge and research seminar, Road research unit, National roads board Wellington New Zealand 1984.
3. Ronald Trim: An investigation into the development of seismic plastic hinges in beams, Fourth year project, University of Cambridge, Department of Engineering, 2001.
4. M.D. Kotsovos and M.N. Pavlovic: Ultimate limit state structures, A new approach, London 1999.
5. H. Tanaka and R. Park: Seismic design and behaviour of reinforced concrete column with interlocking spirals, ACI Structural Journal, March-April 1993 Volume 90.
6. J. L. Clarke and F. K. Birjandi: The behaviour of reinforced concrete circular sections in shear, The Structural Engineering, volume 71, No 5, March 1993.