Residual Prestress Forces and Shear Capacity of Salvaged Prestressed Concrete Bridge Girders-Reference-Cited by-同舟云学术

Residual Prestress Forces and Shear Capacity of Salvaged Prestressed Concrete Bridge Girders

Published:2012-03 Issue:2 Volume:17 Page:302-309
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Osborn G. Parry¹²¹³¹,Barr Paul J.¹²¹³¹,Petty David A.¹²¹³¹,Halling Marvin W.¹²¹³¹,Brackus Travis R.¹²¹³¹

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Utah State Univ., 4110 Old Main Hill, Logan, UT 84332-4110.

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.1943-5592.0000212

Reference18 articles.

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

2. Application of a New Nondestructive Evaluation Technique to a 25-Year-Old Prestressed Concrete Girder

3. Comparison of Prestress Losses for a Prestress Concrete Bridge Made with High-Performance Concrete

4. Instrument to Evaluate Remaining Prestress in Damaged Prestressed Concrete Bridge Girders

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