Strengthening of Reinforced Concrete Bridge Columns with FRP Wrap-Reference-Cited by-同舟云学术

Strengthening of Reinforced Concrete Bridge Columns with FRP Wrap

Published:2006-11 Issue:4 Volume:11 Page:218-228
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Guralnick Sidney A.¹²,Gunawan Lukito¹²

Affiliation:

1. Perlstein Distinguish Professor of Engineering-Emeritus, Illinois Institute of Technology, Alumni Memorial Hall, Room 103, 3201 S. Dearborn St., Chicago, IL 60616-3793 (corresponding author).

2. Adjunct Assistant Professor, Illinois Institute of Technology, 3201 S. Dearborn St., Chicago, IL 60616-3793.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282006%2911%3A4%28218%29

Reference42 articles.

1. High strength concrete subjected to triaxial compression;Ansari F.;ACI Mater. J.,1998

2. Balmer G. G. (1949). “Shearing strength of concrete under high triaxial stress computation of Mohr’s envelope as a curve.” Structural Research Laboratory Rep. No. SP-23 Branch of Design and Construction Denver.

3. Comparison of confinement models for fiber-reinforced polymer-wrapped concrete;Bisby L. A.;ACI Struct. J.,2005

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