Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2016-08 (Vol.28 No.4)
  4. 10.4334/JKCI.2016.28.4.407
Export citation EndNote
XML PDF INFO REF
1 
1.Hofbeck, J. A., Ibrahim, I. O., and Mattock, A. H., “Shear Transfer in Reinforced Concrete,” ACI Journal Proceedings, Vol.66, No.2, 1969, pp.119-128.Google Search
2 
2.Mattock, A. H., and Hawkins, N. M., “Shear Transfer in Reinforced Concrete-Recent Research,” Journal of the Prestressed Concrete Institute, Vol.17, No.2, 1972, pp.55-75.DOI
3 
3.Mattock, A. H., Johal, L., and Chwo, H. C., “Shear Transfer in Reinforced Concrete with Moment or Tension Acting across the Shear Plane,” Journal of the Prestresed Concrete Institute, Vol.20, No.4, 1975, pp.76-93.DOI
4 
4.Mattock, A. H., “Shear Transfer under Monotonic Loading across an Interface between Concretes Cast at Different Times,” University of Washington Report SM 76-3, 1976, 66 pp.Google Search
5 
5.Mattock, A. H., Li, W. K., and Wang T. C., “Shear Transfer in Light-Weight Reinforced Concrete,” Journal of the Prestressed Concrete Institute, Vol.21., No.1, 1976, pp.20-39.Google Search
6 
6.Walraven, J. C., Frenay, J., and Pruijssers, A., “Influence of Concrete Strength and Load History on the Shear Friction Capacity of Concrete Members,” Journal of the Prestressed Concrete Institute, Vol.32, No.1, 1987, pp.66-84.Google Search
7 
7.Walraven, J. C., and Stroband, J., “Shear Friction in High-Strength Concrete, High-Performance Concrete,” High- Performance Concrete, SP-149, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, MI, 1994, pp.311-33.Google Search
8 
8.Khan, L. F., and Mitchell, A. D., “Shear Friction Test with High-Strength Concrete,” ACI Structural Journal, Vol.99, No.1, 2002, pp.98-103.Google Search
9 
9.Revez. S., “Behavior of Compressive T-Beams with Prestressed and Unprestressed Reinforcement,” ACI Journal Proceedings, Vol.49, No.2, 1953, pp.585-592.Google Search
10 
10.Saemann, J. C., and Washa, G. W., “Horizontal Shear Connections between Precast Beams and Cast-In-Place Slabs,” ACI Structural Journal, Vol.61, No.11, 1964, pp.1383-1409.Google Search
11 
11.Bryson, J. O., Skoda. L. F., and Watstein. D., “Flexural Behavior of Prestressed Split-Beam Composite Concrete Sections,” PCI Journal Proceeding, Vol.10, No.3, 1965, pp.77-91.DOI
12 
12.Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M., “Shear Strength of Hybrid Beams Combining Precast Concrete and Cast-In-Place Concrete,” Journal of the Korea Concrete Institute, Vol.25, No.2, 2013, pp.175-185.DOI
13 
13.Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M., “Shear Strength of PC-CIP Composite Beams with Shear Reinforcement,” Journal of the Korea Concrete Institute, Vol.26, No.2, 2014, pp.189-199.DOI
14 
14.Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M., and Suh, J. I., “Shear Strength of Prestressed PC-CIP Composite Beams without Vertical Shear Reinforcement,” Journal of the Korea Concrete Institute, Vol.26, No.4, 2014, pp.533-543.DOI
15 
15.Suh, J. I., Park, H. G., Hong, G. H., and Kang, S. M., and Kim, C. G., “Shear Strength of Prestressed PC-CIP Composite Beams with Vertical Shear Reinforcement,” Journal of the Korea Concrete Institute, Vol.27, No.4, 2015, pp.399-409.DOI
16 
16.Korea Concrete Institute, “Concrete Design Code and Commentray,” Kimoondang Publishing Company, Seoul, Korea, 2012.Google Search
17 
17.ACI Committe 318, “building Code Requirements for Structural Concrete(ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011.Google Search
18 
18.Eurocode2, “Design of Concrete Structures-Part1-1: General Rules and Rules for Buildings,” Brussels, Belgium, 2004.Google Search
19 
19.AASHTO-LRFD, “Bridge Design Specification,” American Association of State Highway and Transportation Officials, Washington, D.C., 2012.Google Search
20 
20.CSA, “Design of Concrete Structures,” Canadian Standard Association, Rexdale, Ontario, Canada, 2004.Google Search
21 
21.Loov, R. E., and Patnaik, A. K., “Horizontal Shear Strength of Composite Concrete Beams with a Rough Interface,” PCI Journal, Jan-Feb 1994, pp.48-69.DOI
22 
22.Khan, L. F., and Slapkus, A., “Interface Shear in High Strength Composite T-Beams,” PCI Journal, July-Aug 2004, pp.102-110.DOI
23 
23.Nagle, T.J., and Kuchma, D. A., “Shear Transfer Resistance in High Strength Concrete Girders,” Magazine of Concrete Research, Vol.59, No.8, 2007, pp.611-620.DOI
24 
24.Patnaik, A. K., “Behavior of Composite Concrete Beams with Smooth Interface,” Journal of Structural Engineering, Vol.127, No.4, 2001, 359-366DOI
25 
25.Banta, T. E., “Horizontal Shear Transfer between Ultra High Performance Concrete and Lightweight Concrete,” Virginal Polytechnic Institute and State University, 2005, pp.1-130.Google Search
26 
26.Choi, D., “An Experimental Investigation of Interface Bond Strength of Concrete Using Large Powder-Driven Nails,” Department of Civil Engineering. Austin, TX, The University of Texas at Austin, Doctor of Philosophy, 1996, pp.1-340.Google Search
27 
27.Kamel, M. R., “Innovative Precast Composite Bridge Systems,” Civil Engineering, Lincoln, Nebraska, University of Nebraska, Doctor of Philosophy, 1996, pp.1-246.Google Search