Shear Strengthening of RCT-Joints Using CFRP Composites-Reference-Cited by-同舟云学术

Shear Strengthening of RCT-Joints Using CFRP Composites

Published:2000-05 Issue:2 Volume:4 Page:56-64
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Gergely Janos¹²³⁴,Pantelides Chris P.¹²³⁴,Reaveley Lawrence D.¹²³⁴

Affiliation:

1. Members, ASCE

2. Asst. Prof., Civ. Engrg. Dept., Univ. of North Carolina at Charlotte, Charlotte, NC 28223.

3. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Utah, Salt Lake City, UT 84112.

4. Prof. and Chair, Dept. of Civ. and Envir. Engrg., Univ. of Utah, Salt Lake City, UT.

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%282000%294%3A2%2856%29

Reference16 articles.

1. Alcocer S. M. and Jirsa J. O. (1993). “Strength of reinforced concrete frame connections rehabilitated by jacketing.” ACI Struct. J. 90(3) 249–261.

2. Upgrading of Nonductile Reinforced Concrete Frame Connections

3. Chajes M. J. Januszka T. F. Mertz D. R. Thomson T. A. Jr. and Finch W. W. Jr. (1994). “Shear strengthening of reinforced concrete beams using externally applied composite fabrics.” Res. Rep. No. CIEG94-1 University of Delaware Newark Del.

4. Lowes L. N. and Moehle J. P. (1995). “Seismic behavior of retrofit of older reinforced concrete bridge T-joints.” Rep. No. UCB/EERC-95/09 University of California Berkeley Calif.

5. Malek A. M. and Saadatmanesh H. (1998). “Ultimate shear capacity of RC beams strengthened with web bonded FRP plates.” ACI Struct. J. 95(4) 391–399.

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