Quantitative Design of Backup Prestressing Tendons for Long-Span Prestressed Concrete Box Girder Bridges
Author:
Affiliation:
1. Assistant Professor, College of Civil Engineering at Tongji Univ., Shanghai, China 200092 (corresponding author).
2. Graduate Student, School of Civil Engineering at Southeast Univ., Nanjing, China 210096.
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.1943-5592.0000651
Reference36 articles.
1. Random Creep and Shrinkage in Structures: Ampling
2. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms
3. Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned
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