Civil Engineering Reference
In-Depth Information
Chapter 4
AASHTO, AASHTO LRFD Bridge Design Specifications, , 6th Edition, American
Association of State Highway and Transportation Officials, Washington, DC,
2013a.
AASHTO, Manual for Condition Evaluation and Load and Resistance Factor
Rating of Highway Bridges , American Association of State Highway and
Transportation Officials, Washington, DC, 2013b.
ANSYS ® , ANSYS Mechanical User Guide , ANSYS Inc., Canonsburg, PA, 2005.
Bakht, B., Jaeger, L.G., and Cheung, M.S. “Cellular and Voided Slab Bridges,” Journal
of the Structural Division , 107(9), 1797-1813, 1981.
CSiBridge ® , “Integrated 3D Bridge Design Software,” Computers and Structures,
Inc., Berkeley, CA, 2010, http://www.csiamerica.com/products/csibridge.
Darwin, D., “Reinforced Concrete,” in Finite Element Analysis of Reinforced
Concrete Structures II , Isenberg, J., Ed., American Society of Civil Engineers,
New York, 1993, pp. 203-232.
Elsaigh, W., Kearsley, E., and Robberts, J. “Modeling the Behavior of Steel-Fiber
Reinforced Concrete Ground Slabs. II: Development of Slab Model,” Journal
of Transportation Engineering , 137(12), 889-896, 2011a.
Elsaigh, W., Robberts, J., and Kearsley, E. “Modeling the Behavior of Steel-Fiber
Reinforced Concrete Ground Slabs. I: Development of Material Model,”
Journal of Transportation Engineering , 137(12), 882-888, 2011b.
Fu, C.C., “Merlin-DASH ® User's Manual,” the Bridge Engineering Software and
Technology (BEST) Center, University of Maryland, College Park, MD, 2012,
http://best.umd.edu/software/merlin-dash/.
Fu, C.C., Briner, T.L, and Getaneh, T., “Theoretical and Field Experimental Evaluation
of Skewed Modular Slab Bridges,” Report No. MD-12- SP109B4N, Maryland
State Highway Administration, Baltimore, MD, 2012.
Fu, C.C and Graybeal, B., “Shrinkage and Creep Study of Ultra High Performance
Concrete Girders,” (11-2229) The Proceedings of Transportation Research
Board , January 23-27, Washington, DC, 2011.
Fu, C.C., Pan, Z.F., and Ahmed, M.S., “Transverse Post-tensioning Design of Adjacent
Precast Solid Multi-beam Bridges,” Journal of Performance for Constructed
Facilities , 25(3), 223-230, 2011.
Gao, D.Y., “Stress-Strain Curves of Steel Fiber Concrete Under Axial Compression,”
Hydraulic Journal (in Chinese), 10, 43-47, 1991.
Hambly, E.C., Bridge Deck Behavior , E & FN Spon, London, 1976.
Hognestad, E., A Study on Combined Bending and Axial Load in Reinforced
Concrete Members . University of Illinois Engineering Experiment Station,
Urbana-Champaign, IL, 1951, pp. 43-46.
Kachlakev, D.I., “Strengthening Bridges Using Composite Materials,” FHWA Report
OR-RD-98-08, FHWA, Corvallis, OR, 1998.
Kent, D.C., and Park, R., “Flexural Members with Confined Concrete,” Journal of
the Structural Division, Proceedings of the American Society of Civil Engineers,
97(ST7), 1969-1990, 1971.
Mander, J.B., Priestley, M.J.N., and Park, R., “Observed Stress-Strain Behavior of
Confined Concrete,” Journal of Structural Engineering , 114(8), 1827-1849,
1988a.
Search WWH ::




Custom Search