Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage, and Corrosion-Reference-Cited by-同舟云学术

Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage, and Corrosion

Published:2011-01 Issue:1 Volume:16 Page:29-43
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Guo Tong¹²³⁴,Sause Richard¹²³⁴,Frangopol Dan M.¹²³⁴,Li Aiqun¹²³⁴

Affiliation:

1. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structure, Ministry of Education, Southeast Univ., Nanjing 210096, People’s Republic of China; formerly, Visiting Research Scientist, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author).

2. Joseph T. Stuart Professor of Structural Engineering and Director, Dept. of Civil and Environmental Engineering, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

3. Professor and Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

4. Professor, College of Civil Engineering, Southeast Univ., Nanjing 210096, People’s Republic of China.

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.1943-5592.0000135

Reference51 articles.

1. American Concrete Institute (ACI). (1982). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI-209R-82 Detroit.

2. Thirty years of measured prestress at Swedish nuclear reactor containments

3. A new adaptive importance sampling scheme for reliability calculations

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

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