Variable Strain Ductility Ratio for Fiber-Reinforced Polymer-Confined Concrete-Reference-Cited by-同舟云学术

Variable Strain Ductility Ratio for Fiber-Reinforced Polymer-Confined Concrete

Published:2002-11 Issue:4 Volume:6 Page:224-232
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Moran Domingo A.¹,Pantelides Chris P.²

Affiliation:

1. Engineer, Reaveley Engineers and Assoc., Salt Lake City, UT 84106.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112.

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%3A4%28224%29

Reference27 articles.

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3. Bridge Pier Retrofit Using Fiber-Reinforced Plastic Composites

4. Confined Concrete Subjected to Uniaxial Monotonic Loading

5. Harmon T. G. Ramakrishnan S. and Wang E. H. (1998b). “Moment-curvature relationships for confined concrete columns.” Proc. 2nd Int. Conf. on Composites in Infrastructure H. Saadatmanesh and M. R. Ehsani eds. University of Arizona Tucson Ariz. Vol. 1 385–397.

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