A model of confined concrete in high-strength reinforced concrete tied columns

Magazine of Concrete Research

Volumn 55, Issue 3, 2003, Pages 203-214

  Han, B S ^a   Shin, S W ^a   Bahn, B Y ^b  

^a Hanyang University   (South Korea)

^b Daejeon University   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; SPALLING;

CONCRETE TIED COLUMNS;

REINFORCED CONCRETE;

EID: 0038613541     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2003.55.3.203     Document Type: Article

References (10)

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3. SHIN S. W., AHN J. M., LEE J. Y. and BAHN B. Y. An experimental study of the behavior of high-strength reinforcement concrete columns subjected to reversed cyclic shear under constant axial compression. Magazine of Concrete Research, 2000, 52, No. 3, 209-218.
4. SCOTT B. D., PARK R. and PRIESTLEY M. J. N. Stress-strain behavior of concrete confined by overlapping hoops low and high strain rates. ACI Structural Journal, 1982, 79, No. 2, 13-27.
5. CUSSON D. and PAULTRE P. High-strength concrete confined by rectangular ties. ASCE Journal Structural Engineering, 1994, 120, No. 3. 783-804.
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9. SHEIKH S. A and UZUMERI S. M. Strength and ductility of tied concrete columns. ASCE Journal of Structural Engineering, 1980, 106, No. ST57, 1079-1102.
10. SHEIKH S. A. and UZUMERI. Analytical model for concrete confinement in tied columns. ASCE Journal of Structural Engineering, 1982, 108, No. ST12, 2703-2722.