Strength of Slender Reinforced Concrete Columns under Biaxial Bending-Reference-Cited by-同舟云学术

Strength of Slender Reinforced Concrete Columns under Biaxial Bending

Published:2001-07 Issue:7 Volume:127 Page:758-762
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hong H. P.¹

Affiliation:

1. Asst. Prof., Dept. of Civ. and Envir. Engrg., Fac. of Engrg. Sci., Univ. of Western Ontario, London, ON, Canada, N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A7%28758%29

Reference30 articles.

1. Ahmad S. H. and Weerakoon S. L. ( 1995). “Model for behavior of slender reinforced concrete columns under biaxial bending.” ACI Struct. J. 92(2) 188–198.

2. “Finite segment method for biaxial loaded RC columns.”;Al-Noury S. I.;J. Struct. Div.,1982

3. Anderson P. and Lee H. N. ( 1951). “A modified plastic theory of reinforced concrete.” Bull. No. 33 54(19) University of Minnesota Minneapolis Minn.

4. Bažant Z. P. Cedolin L. and Mazen R. T. ( 1991). “New method of analysis of slender columns.” ACI Struct. J. 88(4) 391–402.

5. Bresler B. ( 1960). “Design criteria for reinforced columns under axial load and biaxial bending.” ACI J. Proc. 57 481–490.

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