References
- ACI Subcommittee 445-1 (2002), Examples for the Design for Structural Concrete with Strut-and-Tie Models; SP-208, Reineck R. H. eds, American Concrete Institute, 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. (1993), Bearing Strength of Compressive Struts Confined by Plain Concrete, ACI Structural Journal, Vol. 90, No. 5, pp. 534-541.
- 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 Association of State Highway and Transportation Officials (2010), AASHTO LRFD Bridge Design Specifications, 5th Edition, Washington, D.C., USA.
- American Concrete Institute (1999), Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (ACI 318R-99), Farmington Hills, Michigan, USA.
- American Concrete Institute (2011), Building Code Requirements for Structural Concrete (ACI 318M-11) and Commentary, Farmington Hills, Michigan, USA.
- Blevot, J. and Fremy R. (1967), Semelles sur Pieux, Annales de l'Institut Technique du Batiment et des Travaux Publics, Vol. 20, No. 230, pp. 223-295.
- British Standards Institution (1997), Structural Use of Concrete; BS8110, Milton Keynes, UK.
- Clarke, J. L. (1973), Behavior and Design of Pile Caps with Four Piles, Report No. 42.489, Cement and Concrete Association, London, UK.
- Concrete Reinforcing Steel Institute (2008), CRSI Design Handbook 2008, 10th Edition, Illinois, USA.
- Canadian Standards Association (2004), Design of Concrete Structures for Buildings, A23.3-M04, Rexdale, Ontario, Canada.
- 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.
- Mitchell, D., Collins, M. P., Bhide, S. B., and Rabbat, B. G. (2004), AASHTO LRFD Strut-and-Tie Model Design Examples, Portland Cement Association, Illinois, USA.
- Park, J. W. (2005), Strength Prediction of RC Pile Caps Using 3-Dimensional Strut-Tie Model Approach, Journal of the Korean Society of Civil Engineers, Vol. 25, No. 5A, pp. 771-116.
- Park, J. W, Kuchma, D., and Souza, R. (2008), Strength Predictions of Pile Caps by A Strut-and-Tie Model Approach, Canadian Journal of Civil Engineering, Vol. 35, pp. 1399-1413. https://doi.org/10.1139/L08-062
- 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.
- 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 Tsuchiya, T. (2000), Influence of Edge Distance on Failure Mechanism of Pile Caps, Transactions of the Japan Concrete Institute, Vol. 22, pp. 361-368.
- The International Federation for Structural Concrete(fib) (2010), Model Code 2010 Volume 2, The International Federation for Structural Concrete(fib), Lausanne, Switzerland.
- 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. (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.
- Yun, Y. M. and Kim, B. H. (2008), A Two-Dimensional Grid Strut-Tie Model Approach for Structural Concrete, Journal of Structural Engineering, ASCE, Vol. 134, No. 7, pp 1199-1214. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1199)
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- Strength of Concrete Struts in Three-Dimensional Strut-Tie Models vol.142, pp.11, 2016, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001584
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