참고문헌
- ACI Committee 318 (2002), "Building code requirements for reinforced concrete (ACI 318-02) and commentary (ACI 318R-05)". American Concrete Institute, Farmington Hills, MI.
- Adebar, P., Kuchma, D. and Collins, M. P. (1990), "Strut-and-tie models for the design of pile caps: an experimental study", ACI Struct. J., 87(1), pp. 81-92.
- Adebar, P. and Zhou, Z. (1996), "Design of deep pile caps by strut-and-tie models", In: ACI Structural Journal, 93(4), July-August, 1-12.
- American Association of State Highway and Transportation Officials (AASHTO), "AASHTO LRFD Bridge design specifications", 1st ed. Washington, D.C. 1994.
- Blevot, J. L. and Fremy, R. (1967), "Semelles sur pieux", Institute Technique du Batiment et des Travaux Publics, 20(230), 223-295, Paris.
- Bloodworth, A. G., Jackson, P. A., Lee, M. M. K. (2003), "Strength of reinforced concrete pile caps". Proceedings of the Institution of Civil Engineers, Structures & Buildings 156, November, Issue SB4, 347-358.
- Canadian Standards Association (CSA). "CSA A23.3-M84. Code for the design of concrete structures for buildings". RexdaIe, Ont., 281, pp, 1984.
- Cavers, W. and Fenton, G. A. (2004), "An Evaluation of pile cap design methods in accordance with the canadian design standard", Canadian J. Civ. Eng., 31(1), February, 109-119. https://doi.org/10.1139/l03-075
- Cervenka, V., Jendele, L. and Cervenka, J. (2005), "Atena program documentation -Part 1: theory", Praha, Czech Republic.
- Comision Permanente Del Hormigon (1999), "EHE - Instruccion de hormigon structural". Madrid, Spain, 1999. (In Spanish)
- Clarke, J. L. (1973), "Behavior and design of pile caps with four piles", Technical Report, 42.489, Cement and Concrete Association, Wexham Springs.
- Reineck, K., H, ed. (2002) "Examples for the design of structural concrete with strut and tie models", Chapter 9, pp. 213-224. ACI SP-208. Farmington Hills, MI: ACI International.
- Iyer. P, K. and Sam, C. (1992), "Three-dimensional analysis of pile caps", Comput. & Struct., 42(3), pp. 395-411. https://doi.org/10.1016/0045-7949(92)90036-Y
- Schlaich, J., Schafer, K. and Jennewein, M. (1987), "Toward a consistent design of reinforced concrete structures", J. Prestressed Concrete Struct., 32(3), pp.74-150.
- SuzukI, K. and Otsuki, K. (2002), "Experimental study on corner shear failure of pile caps", Transactions of the Japan Concrete Institute, 23.
- Suzuki, K., Otsuki, K. and Tsubata, T. (1999), "Experimental study on four-pile caps with taper", Transactions of the Japan Concrete Institute, 21, 327-334.
- 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, 20, 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, 22, 361-367.
피인용 문헌
- Collapse mechanisms and strength prediction of reinforced concrete pile caps vol.35, 2012, https://doi.org/10.1016/j.engstruct.2011.11.006
- A 3D finite element model for reinforced concrete structures analysis vol.4, pp.4, 2011, https://doi.org/10.1590/S1983-41952011000400002
- Design-Oriented Testing and Modeling of Reinforced Concrete Pile Caps vol.23, pp.8, 2007, https://doi.org/10.1007/s12205-019-1650-5
- Settlement analysis of pile cap with normal and under-reamed piles vol.25, pp.6, 2007, https://doi.org/10.12989/cac.2020.25.6.525
- Finite Element Analysis of Reinforced Concrete Pile Cap using ATENA vol.18, pp.2, 2007, https://doi.org/10.1590/1679-78256290