journal article·2015-07-01

Large Diameter Shear Connector Systems for Full-Depth Precast Overhang Panels: Evaluation and Design

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ACI Structural Journal· Volume 112· Issue 4
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis

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References (18)

Show source-provided references
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9. PCI, 2004, PCI Design Handbook: Precast and Prestressed Concrete, sixth edition, Precast/Prestressed Concrete Institute, Chicago, IL, 736 pp.
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11. Rezansoff, T., and Hosain, M. U., 1983, “Headed Shear Stud Connectors in a Stub-Girder Floor System: A Preliminary Study,” Canadian Journal of Civil Engineering, V. 8, No. 3, pp. 304-316. doi: (authors’ closure)10.1139/l81-04010.1139/l81-040 ↗
12. Shim, C. S.; Chung, C. H.; Kim, I. K.; and Kim, Y. J., 2010, “Development and Application of Precast Decks for Composite Bridges,” Journal of the International Association for Bridge and Structural Engineering, V. 20, No. 2, pp. 126-133. doi: 10.2749/10168661079128362310.2749/101686610791283623 ↗
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14. Transportation Research Board, 2008, “Full-Depth Precast Concrete Bridge Deck Panel System,” NCHRP Report 584, Washington, DC, 110 pp.
15. Trejo, D.; Hite, M.; Mander, J.; Mander, T. J.; Henley, M.; Scott, R.; Ley, T.; and Patil, S., 2009, “Development of a Precast Bridge Deck Overhang,” TxDOT Report 0-6100-2, Texas Transportation Institute, Texas A&M University, College Station, TX, 115 pp.
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