Slenderness Limit for Hybrid FRP-Concrete Columns-Reference-Cited by-同舟云学术

Slenderness Limit for Hybrid FRP-Concrete Columns

Published:2001-02 Issue:1 Volume:5 Page:26-34
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mirmiran Amir¹²³⁴,Shahawy Mohsen¹²³⁴,Beitleman Thomas¹²³⁴

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati, Cincinnati, OH 45221.

3. Dir., Struct. Res. Ctr., Florida Dept. of Transp., Tallahassee, FL 32310.

4. Struct. Engr., Struct. Res. Ctr., Florida Dept. of Transp., Tallahassee, FL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282001%295%3A1%2826%29

Reference16 articles.

1. Amer A. Arockiasamy M. and Shahawy M. ( 1996). “Ultimate strength of eccentricity loaded concrete columns reinforced with CFRP bars.” Proc. Conf. on Advanced Compos. Mat. in Bridges and Struct. M. El Badry ed. 209–216.

2. American Concrete Institute (ACI). ( 1995). “Building code requirements for structural concrete and commentary.” ACI 318-95 Detroit.

3. Daniali S. and Paramanantham N. S. ( 1994). “Concrete columns reinforced with fiber reinforced plastic rebars.” Proc. 3rd Mat. Engrg. Conf. Infrastructure: New Mat. and Methods of Repair ASCE New York 567–574.

4. Kanatharana J. and Lu L. ( 1999). “Intermediate length concrete columns reinforced by fiber-reinforced polymer tubes.” Proc. 5th ASCE Mat. Engrg. Congr. L. C. Bank ed. ASCE Reston Va. 535–539.

5. Kawaguchi N. ( 1993). “Ultimate strength and deformation characteristics of concrete members reinforced with AFRP rods under combined axial tension or compression and bending.” SP-138 American Concrete Institute Detroit 671–683.

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