Development of Flexural Strength Rating Procedures for Adjacent Prestressed Concrete Box Girder Bridges-Reference-Cited by-同舟云学术

Development of Flexural Strength Rating Procedures for Adjacent Prestressed Concrete Box Girder Bridges

Published:2011-09 Issue:5 Volume:16 Page:662-670
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Naito Clay¹²³,Jones Lawrence¹²³,Hodgson Ian¹²³

Affiliation:

1. Associate Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18105 (corresponding author).

2. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18105.

3. Research Engineer, ATLSS Research Center Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

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.1943-5592.0000186

Reference14 articles.

1. American Association of State Highway Officials. (1965). “Standard specifications for highway bridges.” 9th Ed. Washington DC.

2. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

3. American Concrete Institute (ACI) Committee 222. (2001). “Corrosion of prestressing steels.” Rep. ACI 222.2R-01 Farmington Hill MI.

4. ASTM. (1999). “Standard test method for half-cell potentials of uncoated reinforcing steel in concrete.” C876 West Conshohocken PA .10.1520/C0876-91R99

5. ASTM. (2004a). “Standard practice for petrographic examination of hardened concrete.” C856 West Conshohocken PA .10.1520/C0856-04

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