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Precast Prestressed Concrete Bridge Deck Panels
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5844282779
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Bridge Replacements with Precast Concrete Panels
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Transportation Research Board, Wahington, D.C.
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Biswas, M., Iffland, J. S. B., Schofield, R. E., and Gregory, Anthony E., "Bridge Replacements With Precast Concrete Panels," TRB Special Report 148, Innovations in Construction and Maintenance of Transportation Facilities, Transportation Research Board, Wahington, D.C., 1974, pp. 136-148.
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Biswas, M.1
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Performance of Prestressed Concrete on the Illinois Tollway after 25 Years of Service
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January-February
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Gustaferro, Armand, Hillier, M. A., and Janney, J. R., "Performance of Prestressed Concrete on the Illinois Tollway After 25 Years of Service," PCI JOURNAL, V. 28, No. 1, January-February 1983, pp. 51-67.
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Gustaferro, A.1
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0012515308
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Recommended Practice for Precast Concrete Composite Bridge Deck Panels
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March-April
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PCI Bridge Producers Committee, "Recommended Practice for Precast Concrete Composite Bridge Deck Panels," PCI JOURNAL, V. 33, No. 2, March-April 1988, pp. 67-109.
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0016511292
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Interacting Pretensioned Concrete Form Panels for Bridge Decks
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Kluge, R. W., and Sawyer, H. A., "Interacting Pretensioned Concrete Form Panels for Bridge Decks," PCI JOURNAL, V. 20, No. 3, May-June 1975, pp. 35-67.
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Kluge, R.W.1
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Master's Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN, May
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Research, Application and Experience with Precast Prestressed Bridge Deck Panels
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November-December
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Barker, J.M.1
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Full Scale Test of a Prestressed Bridge with Precast Deck Planks
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September-Ootober
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Barnoff, R. M., Orndorff J. A., Jr., Harbaugh, R. B., Jr., and Rainey, D. E., "Full Scale Test of a Prestressed Bridge With Precast Deck Planks," PCI JOURNAL, V. 22, No. 5, September-Ootober 1977, pp. 67-83.
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0003137502
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PCA Research and Development Laboratories, Portland Cement Association, Skokie, IL, May
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Hanson, N. W., "Precast Prestressed Concrete Bridges, 2 - Horizontal Shear Connections," PCA Research and Development Laboratories, Portland Cement Association, Skokie, IL, May 1960, pp. 38-58.
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Hanson, N.W.1
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Horizontal Construction Joints in Cast-in-Place Reinforced Concrete
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ACI Special Publication SP-42: Shear American Concrete Institute, Detroit, MI
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Paulay, T., Park, R., and Phillips, M. H., "Horizontal Construction Joints in Cast-in-Place Reinforced Concrete," ACI Special Publication SP-42: Shear in Reinforced Concrete, V. 2, American Concrete Institute, Detroit, MI, pp. 599-611.
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Horizontal Load Transfer in Structural Concrete Bridge Deck Overlays
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ASCE, October
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Analysis and Design Models for Structural Concrete Bridge Deck Overlays
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Seible, F., and Latham, C. T., "Analysis and Design Models for Structural Concrete Bridge Deck Overlays," Journal of Structural Engineering, ASCE, V. 116, No. 10, October 1990. pp. 2711-2728.
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Effects of Transverse Panel Strand Extensions on the Behavior of Precast Prestressed Panel Bridges
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January-February
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Klingner, R. E., and Bieschke, L. A., "Effects of Transverse Panel Strand Extensions on the Behavior of Precast Prestressed Panel Bridges," PCI JOURNAL, V. 33, No. 1, January-February 1988, pp. 69-88.
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Klingner, R.E.1
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Iowa Department of Transportation Research Report HR-310, College of Engineering, Iowa State University, August
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Abendroth, R. E., Pratanata, H., and Singh, B. A., "Composite Precast Prestressed Concrete Bridge Slabs," Iowa Department of Transportation Research Report HR-310, College of Engineering, Iowa State University, August 1991.
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Abendroth, R.E.1
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17
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0001660317
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Contribution of Longitudinal Steel to Shear Resistance of Reinforced Concrete Beams
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March
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Krefeld, W. J., and Thurston, C. W., "Contribution of Longitudinal Steel to Shear Resistance of Reinforced Concrete Beams," ACI Journal, V. 63, No. 3, March 1966, pp. 325-343.
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Performance of Full-Span Panel-Form Bridges under Repetitive Loading
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Transportation Research Board, National Research Council, Washington, D.C.
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Buckner, C. D., and Turner, H. T., "Performance of Full-Span Panel-Form Bridges Under Repetitive Loading," Transportation Research Record 903, Transportation Research Board, National Research Council, Washington, D.C., 1983, pp. 45-52.
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