New model for shear failure of RC interior beam-column connections

Journal of structural engineering New York, N.Y.

Volumn 127, Issue 2, 2001, Pages 152-160

  Shiohara, Hitoshi ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; CODES (STANDARDS); COLUMNS (STRUCTURAL); CONCRETE TESTING; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; REINFORCED CONCRETE;

BEAM COLUMN CONNECTIONS; SHEAR FAILURE;

CONNECTORS (STRUCTURAL);

EID: 0035253083     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:2(152)     Document Type: Article

References (9)

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3. Hakuto, S., Park, R., and Tanaka, H. (1999). "Effect of deterioration of bond of beam bars passing through interior beam-column joints on flexural strength and ductility." ACI Struct. J., 96(5), 858-864.
4. Hanson, N. W., and Connor, H. W. (1967). "Seismic resistance of reinforced concrete beam-column joint." J. Struct. Div., ASCE, 93(5), 533-560.
5. Maple V release 4 user's manual. (1996). Waterloo Maple Inc., West Waterloo, Ont., Canada.
6. Oka, K., and Shiohara, H. (1992). "Tests of high-strength concrete interior beam-column joint subassemblages." Proc., 10th World Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands, 3211-3217.
7. Paulay, T., Park, R., and Priestley, M. J. N. (1978). "Reinforced concrete beam-column joints under seismic actions." J. ACI, 75(11), 585-593.
8. Standard Association of New Zealand (SANZ). (1995). "Concrete structures standard: Part 1 - The design of concrete structure." NZS 3101, Wellington, New Zealand.
9. Teraoka, M. (1997). "A study on seismic design of R/C beam-column joint in high rise frame structure." Research Rep., Extra Issue No. 5, Fujita Institute of Technology, Tokyo (in Japanese).