Structural Performance of Precast/Prestressed Bridge Double-Tee Girders Made of High-Strength Concrete, Welded Wire Reinforcement, and 18-mm-Diameter Strands-Reference-Cited by-同舟云学术

Structural Performance of Precast/Prestressed Bridge Double-Tee Girders Made of High-Strength Concrete, Welded Wire Reinforcement, and 18-mm-Diameter Strands

Published:2013-10 Issue:10 Volume:18 Page:1053-1061
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Maguire Marc¹,Morcous George²,Tadros Maher K.³

Affiliation:

1. Research Engineer, Charles E. Via Dept. of Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24060 (corresponding author).

2. Associate Professor, Durham School of Architecture Engineering and Construction, Univ. of Nebraska–Lincoln, 1110 S. 67th St., Omaha, NE 68182.

3. Principal, e.construct.USA, LLC, 11823 Arbor St., Suite 200, Omaha, NE, 68144; and Professor Emeritus, Civil Engineering, Univ. of Nebraska–Lincoln, 1110 S. 67th St., Omaha, NE 68182.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000458

Reference22 articles.

1. ASTM.(2006a). “Standard specification for steel strand uncoated seven-wire for prestressed concrete.” A416 West Conshohocken PA.

2. ASTM. (2006b). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

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