Schlaich J., Schäfer K., Jennewein M. (1987). Toward a consistent design of structural concrete. PCI Journal 32(3), 74–150.10.15554/pcij.05011987.74.150
ACI; (2014). Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). American Concrete Institute, Farmington Hills, MI, USA.
JSCE; (2010). Standard Specifications for Concrete Structures – 2007, Design. JSCE Guidelines for Concrete No.15, Japan Society of Civil Engineers. Tokyo, Japan.
EN 1992-1-1; (2014). Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings. EN 1992-1-1:2004+A1:2014, European Committee For Standardization, Brussels, Belgium.
Brown M.D., Sankovich C.L., Bayrak O., Jirsa J.O., Breen J.E., Wood S.L. (2006). Design for Shear in Reinforced Concrete Using Strut-and-Tie Models. Report No. FHWA/TX-06/0-4371-2. Center for Transportation Research, The University of Texas at Austin, USA.
Chantelot G., Mathern, A. (2010). Strut-and-tie modelling of reinforced concrete pile caps. Master of Science Thesis, Chalmers University of Technology, Sweden.
ACI. (2010). Further Examples for the Design of Structural Concrete with Strut-and-Tie Models. ACI SP-273, American Concrete Institute, Farmington Hills, MI, USA.
Araújo J.M. (2016). Design of rigid pile caps through an iterative strut-and-tie model. Journal of Advanced Concrete Technology 14(8), 397–407.10.3151/jact.14.397
Adebar P., Kuchma D., Collins M. P. (1990). Strut- and-tie models for the design of pile caps: an experimental sudy. ACI Structural Journal. 87(1), 81–92.
Ang A.H.S., Tang W.H. (1984). Probability Concepts in Engineering Planning and Design – Vol. II: Decision, Risk and Reliability. John Wiley & Sons, New York, NY, USA.
Munhoz F.S. (2014). Experimental and numerical analysis of rigid two-pile caps with columns of square and rectangular sections and different reinforcement rates. Doctoral thesis, Escola de Engenharia de São Carlos, USP, São Carlos, Brazil (in Portuguese).
Miguel M.G. (2000). Experimental and numerical analysis of three-pile caps. Doctoral thesis, Escola de Engenharia de São Carlos, USP, São Carlos, Brazil. (in Portuguese).
Suzuki K., Otsuki K., Tsubata T. (1998). Influence of bar arrangement on ultimate strength of four-pile caps. Transactions of the Japan Concrete Institute, 20, Tokyo, Japan.
Suzuki K., Otsuki K., Tsubata T. (1999). Experimental study on four-pile caps with taper. Transactions of the Japan Concrete Institute (21), Tokyo, Japan.
Suzuki K., Otsuki K., Tsuhiya T. (2000). Influence of edge distance on failure mechanism of pile caps. Transactions of the Japan Concrete Institute, 22, Tokyo, Japan.
Souza R., Kuchma D., Park J., Bittencourt T. (2009). Adaptable strut-and-tie model for design and verification of four-pile caps. ACI Structural Journal, 106(2), 142–150.