Prestressed Box Girder Bridge Strengthened by an Internal Tubular Arch
Author:
Affiliation:
1. Senior Principal Engineer, Norwegian Public Roads Administration, Bridge Section, P.O. Box 8142 Dept., Oslo N-0033, Norway.
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.1943-5592.0001212
Reference9 articles.
1. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms
2. Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned
3. Raising expectations: A cantilever bridge becomes a cable-stayed crossing;Fjeldheim S.;Bridge Des. Eng.,2003
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