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P. E. Regan

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Regan, P. E. (1985): The Punching Resistance of Prestressed Concrete Slabs. In: Proceedings of the Institution of Civil Engineers, v. 79, n. 4 (Dezember 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. In: Materials and Structures, v. 31, n. 8 (Oktober 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. In: Materials and Structures, v. 24, n. 6 (November 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. In: Materials and Structures, v. 30, n. 7 (August 1997).

    https://doi.org/10.1007/bf02498566

  5. Hamadi, Y. D. / Regan, P. E. (1980): Behaviour in shear of beams with flexural cracks. In: Magazine of Concrete Research, v. 32, n. 111 (Juni 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. In: Magazine of Concrete Research, v. 56, n. 3 (April 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. In: Magazine of Concrete Research, v. 56, n. 3 (April 2004).

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

  8. Regan, P. E. (2004): Punching of slabs under highly concentrated loads. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 157, n. 2 (April 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. In: Magazine of Concrete Research, v. 53, n. 6 (Dezember 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. In: Journal of Structural Engineering (ASCE), v. 113, n. 4 (April 1987).

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

  11. Regan, P. E. (1969): Shear in reinforced concrete beams. In: Magazine of Concrete Research, v. 21, n. 66 (März 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. In: Magazine of Concrete Research, v. 22, n. 73 (Dezember 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. In: Magazine of Concrete Research, v. 36, n. 126 (März 1984).

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

  14. Regan, P. E. (1986): Symmetric punching of reinforced concrete slabs. In: Magazine of Concrete Research, v. 38, n. 136 (September 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. In: Magazine of Concrete Research, v. 50, n. 4 (Dezember 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. In: Magazine of Concrete Research, v. 51, n. 1 (Februar 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. In: 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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