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1 
1.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, American Concrete Institute, Farmington Hills, Michigan, USA, 2011, p.187.Google Search
2 
2.Mun, J. H., Mun, J. S., and Yang, K. H., “Stress-Strain Relationship of Heavyweight Concrete Using Magnetite Aggregate”, Architectural Institute of Korea, Vol.29, No.8, 2013, pp.85-92.Google Search
3 
3.Yang, K. H., Sim, J. I., Kang, J. H., and Ashour, A. F., “Shear Capacity of Monolithic Concrete Joints Without Transverse Reinforcement”, Magazine of Concrete Research, Vol.64, No.9, 2012, pp.767-780.DOI
4 
4.AASHTO, AAHSTO LRFD Bridge Design Specifications, American Association of State Highway and Transportation Officials, 2012, pp.5.78-5.80.Google Search
5 
5.Shaikh, A. F., “Proposed Revisions to Shear-Friction Provisions”, PCI Journal, Vol.23, No.2, 1978, pp.12-21.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”, PCI Journal, Vol.32, No.1, 1987, pp.66-84.DOI
7 
7.Loov, R. E., and Patnaik, A. K., “Horizontal Shear Strength of Composite Concrete Beams With a Rough Interface”, PCI Journal, Vol.39, No.1, 1994, pp.48-69.DOI
8 
8.Mattock, A. H., “Shear Friction and High-Strength Concrete”, ACI Structural Journal, Vol.98, No.1, 2001, pp.50-59.Google Search
9 
9.Nielsen, M. P., Limit Analysis and Concrete Plasticity, CRC Press, USA, 2010, pp.629-644.Google Search
10 
10.Mattock, A. H., Shear Transfer under Monotonic Loading, Acrossan Interface Between Concretes Cast at Different Times, Report No. SM76-3, University of Washington Department of Civil Engineering, Seattle, Washington, 1976, pp.1-35.Google Search
11 
11.Hofbeck, J. A., Ibrahim, I. O., and Mattock, A. H., “Shear Transfer in Reinforced Concrete”, ACI Structural Journal, Vol.66, No.2, 1969, pp.119-128.Google Search
12 
12.Mattock, A. H., Li, W. K., and Wang, T. C., “Shear Transfer in Lightweight Reinforced Concrete”, PCI Journal, Vol.32, No.1, 1976, pp.20-39.DOI
13 
13.Mattock, A. H., and Hawkins, N. M., “Shear Transfer in Reinforced Concrete - Recent Research”, PCI Journal, Vol.17, No.2, 1972, pp.76-93.DOI
14 
14.Mattock, A. H., Johal, L., and Chow, H. C., “Shear Transfer in Reinforced Concrete with Moment or Tension Acting Across the Shear Plane”, PCI Journal, Vol.20, No.4, 1975, pp.76-93.DOI
15 
15.Yang, K. H., Mun, J. H., Cho, M. S., and Kang, T. H. K., “A Stress-Strain Model for Various Unconfined Concrete in Compression”, ACI Structural Journal, Vol.111, No.4, 2014, pp.819-826.DOI
16 
16.Hodrdok, D. A. “Local Approach to Fatigue of Concrete”, PhD thesis, Delft University of Technology, Delft, Netherlands, 1991, p.210.Google Search
17 
17.CEB-FIP, CEB-FIP Modle Code 1990 for Concrete Structures, Committee Euro International Du Beton, Lausanne, Switzerland, 1993, pp.213-214.Google Search
18 
18.Sim, J. I., Yang, K. H., Lee, E. T., and Yi, S. T., “Effects of Aggregate and Specimen Sizes on Lightweight Concrete Fracture Energy”, Journal of Materials in Civil Engineering, ASCE, Vol.26, No.5, 2014, pp.845-854.DOI