Effects of Nonsymmetrical Prestressing Forces on Torsion in Prestressed Thin-Walled Flexural Members
Author:
Affiliation:
1. Postdoctoral Fellow, Dept. of Civil Engineering, Konkuk Univ., 120 Neungdong-ro Gwangjin-gu, Seoul 143-701, Korea.
2. Professor, Dept. of Civil Engineering, Konkuk Univ., 120 Neungdong-ro Gwangjin-gu, Seoul 143-701, Korea (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000989
Reference30 articles.
1. AASHTO. (2006). “AASHTO-LRFD bridge design specifications.” Washington DC.
2. Abdel-Karim A. M. and Tadros M. K. (1992). “State-of-the-art of precast/prestressed concrete spliced I-girder bridges.” Precast/Prestressed Concrete Institute (PCI) Chicago IL.
3. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.
4. Fatigue Strength of Joints in a Precast Prestressed Concrete Double Tee Bridge
5. Design, Fabrication and Construction of the New England Bulb-Tee Girder
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