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  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Regan, P. E. (1985): The Punching Resistance of Prestressed Concrete Slabs. Dans: Proceedings of the Institution of Civil Engineers, v. 79, n. 4 (décembre 1985).

    https://doi.org/10.1680/iicep.1985.763

  2. Pisanty, A. / Regan, P. E. (1998): Ductility requirements for redistribution of moments in reinforced concrete elements and a possible size effect. Dans: Materials and Structures, v. 31, n. 8 (octobre 1998).

    https://doi.org/10.1007/bf02481534

  3. Pisanty, A. / Regan, P. E. (1991): Direct assessment of the tensile strength of the web in prestressed precast hollow-core slabs. Dans: Materials and Structures, v. 24, n. 6 (novembre 1991).

    https://doi.org/10.1007/bf02472017

  4. Walker, P. R. / Batayneh, M. K. / Regan, P. E. (1997): Bond strength tests on deformed reinforcement in normal weight concrete. Dans: Materials and Structures, v. 30, n. 7 (août 1997).

    https://doi.org/10.1007/bf02498566

  5. Hamadi, Y. D. / Regan, P. E. (1980): Behaviour in shear of beams with flexural cracks. Dans: Magazine of Concrete Research, v. 32, n. 111 (juin 1980).

    https://doi.org/10.1680/macr.1980.32.111.67

  6. Regan, P. E. / Kennedy Reid, I. L. (2004): Shear strength of RC beams with defective stirrup anchorages. Dans: Magazine of Concrete Research, v. 56, n. 3 (avril 2004).

    https://doi.org/10.1680/macr.2004.56.3.159

  7. Oliveira, D. R. C. / Regan, P. E. / Melo, G. S. S. A. (2004): Punching resistance of RC slabs with rectangular columns. Dans: Magazine of Concrete Research, v. 56, n. 3 (avril 2004).

    https://doi.org/10.1680/macr.2004.56.3.123

  8. Regan, P. E. (2004): Punching of slabs under highly concentrated loads. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 157, n. 2 (avril 2004).

    https://doi.org/10.1680/stbu.2004.157.2.165

  9. Clímaco, J. C. T. S. / Regan, P. E. (2001): Evaluation of bond strength between old and new concrete in structural repairs. Dans: Magazine of Concrete Research, v. 53, n. 6 (décembre 2001).

    https://doi.org/10.1680/macr.2001.53.6.377

  10. Walker, P. R. / Regan, P. E. (1987): Corner Column‐Slab Connections in Concrete Flat Plates. Dans: Journal of Structural Engineering (ASCE), v. 113, n. 4 (avril 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:4(704)

  11. Regan, P. E. (1969): Shear in reinforced concrete beams. Dans: Magazine of Concrete Research, v. 21, n. 66 (mars 1969).

    https://doi.org/10.1680/macr.1969.21.66.31

  12. Regan, P. E. / Placas, A. / Baker, A. L. L. (1970): Limit-state design for shear in rectangular and T beams. Dans: Magazine of Concrete Research, v. 22, n. 73 (décembre 1970).

    https://doi.org/10.1680/macr.1970.22.73.197

  13. Regan, P. E. (1984): The dependence of punching resistance upon the geometry of the failure surface. Dans: Magazine of Concrete Research, v. 36, n. 126 (mars 1984).

    https://doi.org/10.1680/macr.1984.36.126.3

  14. Regan, P. E. (1986): Symmetric punching of reinforced concrete slabs. Dans: Magazine of Concrete Research, v. 38, n. 136 (septembre 1986).

    https://doi.org/10.1680/macr.1986.38.136.115

  15. Melo, G. S. S. A. / Regan, P. E. (1998): Post-punching resistance of connections between flat slabs and interior columns. Dans: Magazine of Concrete Research, v. 50, n. 4 (décembre 1998).

    https://doi.org/10.1680/macr.1998.50.4.319

  16. Walker, P. R. / Batayneh, M. K. / Regan, P. E. (1999): Measured and design bond strengths of deformed bars, including the effect of lateral compression. Dans: Magazine of Concrete Research, v. 51, n. 1 (février 1999).

    https://doi.org/10.1680/macr.1999.51.1.13

  17. Menétrey, P. / Walther, R. / Zimmermann, T. / Willam, K. J. / Regan, P. E. (1997): Simulation of Punching Failure in Reinforced-Concrete Structures. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 5 (mai 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:5(652)

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