Seven-Year Field Monitoring of Four Integral Abutment Bridges
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Chungnam National Univ., Daejon, South Korea (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000250
Reference16 articles.
1. Abendroth R. E. and Greimann L. F. (2005). “Field testing of integral abutments.” Final Rep. No. HR-399 Iowa Dept. of Transportation Ames IA.
2. American Association of State Highway and Transportation Officials. (2010). AASHTO LRFD bridge design specifications Washington D.C.
3. Arsoy S. and Barker R. M. and Duncan J. M. and Via C. E. (1999). “Behavior of integral abutment bridges.” Final Rep. FHWA/VTRC-00/CR3 Virginia Transportation Research Council Charlottesville VA.
4. Integral Abutment Bridge Behavior: Parametric Analysis of a Massachusetts Bridge
5. Darley P. Carder D. R. and Alderman G. H. (1996). “Seasonal thermal effects on the shallow abutment of an integral bridge in Glasgow.” TRL Rep. 178 E465A/BG Transport Research Laboratory ISSN 0968-4107.
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