Inelastic design of low-axially loaded high-strength reinforced concrete columns

Engineering Structures

Volumn 25, Issue 8, 2003, Pages 1083-1096

  Ho, J C M ^a   Pam, H J ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Columns; Ductility; High strength concrete; Low axial load; Transverse reinforcement

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; DUCTILITY; SHEAR STRESS; STEEL; STRUCTURAL LOADS;

HIGH STRENGTH REINFORCED CONCRETE (HSRC);

REINFORCED CONCRETE;

CONCRETE;

EID: 0037531197     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00050-6     Document Type: Article

References (12)

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11. Ho JCM, Pam HJ. Influence of transverse steel configuration on post-elastic behaviour of high-strength reinforced concrete columns. Transaction of the Hong Kong Institution of Engineers (submitted for publication).
12. Pam, H. J., Kwan, A. K.H., & Ho, J. C. (2001). Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams. Structural Engineering and Mechanics, 12(5), 459-474.