Theoretical shear strength of concrete columns due to transverse steel

Journal of Structural Engineering

Volumn 131, Issue 1, 2005, Pages 197-199

  Kim, Jang Hoon ^a   Mander, John B ^b  

^a Ajou University   (South Korea)

^b UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

Beam columns; Concrete columns; Shear strength; Transverse strength

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CRACK INITIATION; REINFORCEMENT; SHEAR STRENGTH; STEEL;

BEAM COLUMNS; CONCRETE COLUMNS; CORRECTION FACTORS; TRANSVERSE STRENGTH;

CONCRETE CONSTRUCTION;

EID: 12344317029     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:1(197)     Document Type: Article

References (5)

1. American Concrete Institute (ACI). (2002). "Building code requirements for structural concrete and commentary." ACI 318, Detroit.
2. Ang, B. G., Priestley, M. J. N., and Paulay, T. (1989). "Seismic shear strength of circular reinforced concrete columns." ACI Struct. J. 86-S6, 45-59.
3. Dancygier, A. N. (2001). "Shear carried by transverse reinforcement in circular RC elements." J. Struct. Eng., 127(1), 81-83.
4. Kim, J. H., and Mander, J. B. (2000). "Theoretical investigation of shear resistance of concrete circular columns due to transverse steel." Proc., 6th Int. Conf. on Structural Failure, Durability and Retrofitting (ICSF 2000), Singapore Concrete Institute, Singapore, 219-226.
5. MacGregor, J. G. (1997). Reinforced concrete mechanics and design, 3rd Ed., International Edition, Prentice-Hall, Englewood Cliffs, N.J.