Seismic Rehabilitation of Reinforced Concrete Frame Interior Beam-Column Joints with FRP Composites-Reference-Cited by-同舟云学术

Seismic Rehabilitation of Reinforced Concrete Frame Interior Beam-Column Joints with FRP Composites

Published:2008-08 Issue:4 Volume:12 Page:435-445
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pantelides Chris P.¹²³,Okahashi Yasuteru¹²³,Reaveley L. D.¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Dr., Ste. 104 CME, Salt Lake City, UT 84112 (corresponding author). E-mail: chris@civil.utah.edu

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Dr., Ste. 104 CME, Salt Lake City, UT 84112. E-mail: osuke@hotmail.com

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Dr., Ste. 104 CME, Salt Lake City, UT 84112. E-mail: reaveley@civil.utah.edu

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%282008%2912%3A4%28435%29

Reference34 articles.

1. Cyclic behavior of epoxy-repaired reinforced concrete beam-column joints;Adin M. A.;ACI Struct. J.,1993

2. Strength of reinforced concrete frame connections rehabilitated by jacketing;Alcocer S. M.;ACI Struct. J.,1993

3. American Concrete Institute (ACI). (1963). “Building code requirements for structural concrete.” ACI Committee 318 Detroit.

4. American Concrete Institute (ACI). (2002a). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 Farmington Hills Mich.

5. American Concrete Institute (ACI). (2002b). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” Joint ACI–ASCE Committee 352 ACI 352R-02 Farmington Hills Mich.

Cited by 94 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental investigation of EBROG and bore-epoxy anchorage methods used for interior RC beam-column joints strengthened with CFRP sheets;Structures;2024-08

2. Influence of joint forms on the seismic behavior of concrete-filled PVC-CFRP tubular column-RC beam joints connected with core steel tubes;Engineering Structures;2024-03

3. Beam-Column Joint Retrofitting Using Basalt Fiber- Reinforced Polymer Grid and Cementitious Matrixes;ACI Structural Journal;2024-01-01

4. Research on Seismic Performance of Eccentric Beam–Column Joint Retrofitted with CFRP–Steel Plate;International Journal of Civil Engineering;2023-11-28

5. Seismic Performance of Pretensioned Centrifugal Spun Concrete Piles with Combined Steel Strands and Deformed Steel Bars;Journal of Structural Engineering;2023-11