References
- ACI Subcommittee 445 (2002). Examples for the design of structural concrete with strut-and-tie models; SP-208, American Concrete Institute, Farmington Hills, Michigan, USA.
- ACI-ASCE Committee 445 (2010). Further examples for the design of structural concrete with strut-and-tie models; SP-273, American Concrete Institute, Farmington Hills, Michigan, USA.
- Adebar, P., Kuchma, D. and Collins, M. P. (1990). "Strut-and-tie models for the design of pile caps: An experimental study." ACI Structural Journal, Vol. 87, No. 1, pp. 81-92.
- Adebar, P. and Zhou L. (1996). "Design of deep pile caps by strut-and-tie models." ACI Structural Journal, Vol. 93, No. 4, pp. 437-448.
- American Concrete Institute (2008). Building code requirements for structural concrete (ACI 318M-08) and commentary, Farmington Hills, Michigan, USA.
- American Concrete Institute (2011). Building code requirements for structural concrete (ACI 318M-11) and commentary, Farmington Hills, Michigan, USA.
- American Association of State Highway and Transportation Officials (2007). AASHTO LRFD bridge design specifications, 4th Edition, Washington, D.C., USA.
- American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington, D.C., USA.
- Bergmeister, K., Breen, J. E., Jirsa, J. O. and Kreger, M. E. (1993). Detailing in structural concrete, Research Report 1127-3F, University of Texas at Austin, Texas, USA.
- Canadian Standards Association (2004). Design of concrete structures for buildings, A23.3-M04, Rexdale, Ontario, Canada.
- Clarke, J. L. (1973). Behavior and design of pile caps with four piles, Report No. 42.489, Cement and Concrete Association, London, UK.
- Comite Euro-International du Beton (2010). CEP-FIP model code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.
- European Committee for Standardization (2004). Eurocode 2: Design of Concrete Structures, Brussels, Belgium.
- Jeun, C. H. and Yun, Y. M. (2010). "Validity evaluation of effective strength of concrete strut using strut-tie model analysis of structural concrete." Journal of the Korean Society of Civil Engineers, Vol. 30, No. 5A, pp. 443-462 (in Korean).
- Kim, B. H., Chae, H. S. and Yun, Y. M. (2013). "Refined 3-dimensional strut-tie models for analysis and design of reinforced concrete pile caps." Journal of the Korean Society of Civil Engineers, Vol. 33, No. 1A, pp. 1-16 (in Korean). https://doi.org/10.12652/Ksce.2013.33.1.001
- Korean Concrete Institute (2013). Design examples of structural concretes by strut-tie models (KCI-B-13-003), Ki Moon Dang, p. 261 (in Korean).
- MacGregor, J. G. (1997). Reinforced concrete - Mechanics and Design, 3rd Edition, Prentice Hall, Englewood Cliffs, New Jersey, USA.
- Marti, P. (1985). "Basic tools of reinforced concrete beam design." Journal of American Concrete Institute, Vol. 82, No. 1, pp. 46-56.
- Nielsen, M. P., Braestrup, M. W., Jensen, B. C. and Bach, F. (1978). Concrete plasticity, beam shear - Shear in Joints - Punching Shear, Special Publication, Danish Society for Structural Science and Engineering, Lyngby, Denmark.
- Portland Cement Association (2004). AASHTO LRFD strut-tie model design examples, Skokie, Illinois, USA.
- Ramirez, J. A. and Breen, J. E. (1983). Proposed design procedure for shear and torsion in reinforced and prestressed concrete, Research Report 248-4F, Center for Transportation Research, University of Texas at Austin, Texas, USA.
- Sabnis, G. M. and Gogate, A. B. (1984). "Investigation of thick slab (pile cap) behavior." Proc., ACI Journal, Farmington Hills, Michigan, Vol. 81, pp. 35-39.
- Schlaich, J., Schaefer, K. and Jennewein, M. (1987). "Towards a consistent design of structural concrete." Journal of the Prestressed Concrete Institute, Vol. 32, No. 3, pp. 74-151.
- Suzuki, K., Otsuki, K. and Tsubata, T. (1998). "Influence of bar arrangement on ultimate strength of four-pile caps." Transactions of the Japan Concrete Institute, Vol. 20, pp. 195-202.
- Suzuki, K., Otsuki, K. and Tsubata, T. (1999). "Experimental study on four-pile caps with taper." Transactions of the Japan Concrete Institute, Vol. 21, pp. 361-368.
- Suzuki, K., Otsuki, K. and Tsuchiya, T. (2000). "Influence of edge distance on failure mechanism of pile caps." Transactions of the Japan Concrete Institute, Vol. 22, pp. 361-368.
- Suzuki, K. and Otsuki, K. (2002). "Experimental study on corner shear failure of pile caps." Transactions of the Japan Concrete Institute, Vol. 23, pp. 303-310.
- Thurlimann, B. (1976). Shear strength of reinforced and prestressed concrete - CEB Approach, Special Publication 59-6, American Concrete Institute, Detroit, USA.
- Vecchio, F. J. and Collins, M. P. (1982). The response of reinforced concrete to in-plane shear and normal stresses, Publication No. 82-03, Department of Civil Engineering, University of Toronto, Canada.
- Willam, K. J. and Warnke, E. P. (1974). "Constitutive model for the triaxial behavior of concrete." Proc., International Association of Bridge Structures, Vol. 19, pp. 1-30.
- Yun, Y. M. and Ramirez, J. A. (1996). Strength of struts and nodes in strut-tie model, Journal of Structural Engineering, ASCE, Vol. 122, pp. 20-29. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(20)
- Yun, Y. M. (2005). "Effective strength of concrete strut in strut-tie model (I): Methods for Determining Effective strength of Concrete Strut." Journal of the Korean Society of Civil Engineers, Vol. 25, No. 1A, pp. 49-59 (in Korean).
- Yun, Y. M. and Park, J. W. (2006). "3-Dimensional strut-tie model analysis and design of structural concrete." Journal of the Korean Society of Civil Engineers, Vol. 26, No. 3A, pp. 411-419 (in Korean).