Carbon-Fiber-Reinforced Polymer Seismic Retrofit of RC Bridge Bent: Design and In Situ Validation-Reference-Cited by-同舟云学术

Carbon-Fiber-Reinforced Polymer Seismic Retrofit of RC Bridge Bent: Design and In Situ Validation

Published:2002-02 Issue:1 Volume:6 Page:52-60
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pantelides Chris P.¹,Gergely Janos²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 S. Central Campus Dr., Room 104 EMRO, Salt Lake City, UT 84112 (corresponding author).

2. Assistant Professor, Civil Engineering Dept., Univ. of North Carolina, Charlotte, NC 28223.

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%282002%296%3A1%2852%29

Reference19 articles.

1. ASTM. (1996). “Standard test method for tensile properties of polymer matrix composite materials.” D 3039 West Conshocken Pa.

2. Gamble W. L. and Hawkins N. M. (1996). “Seismic retrofitting of bridge pier columns.” Building an international community of structural engineers S. K. Ghosh and J. Mahammadi eds. ASCE New York Vol. 1 16–23.

3. Gergely I. and Pantelides C. P. (1998). “Design aid for shear strengthening of reinforced concrete T-joints using carbon fiber reinforced plastic composites.” Res. Rep. UUCE 98-02 Dept. of Civil and Environmental Engineering Univ. of Utah Salt Lake City. NTIS No. PB98-158504.

4. Bridge Pier Retrofit Using Fiber-Reinforced Plastic Composites

5. Shear Strengthening of RCT-Joints Using CFRP Composites

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