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P. Waldron

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. Williams, M. S. / Waldron, P. (1989): Movement of Unbonded Post-Tensioning Tendons During Demolition. Dans: Proceedings of the Institution of Civil Engineers, v. 87, n. 2 (juin 1989).

    https://doi.org/10.1680/iicep.1989.2005

  2. Pinkney, M. W. / Perry, S. H. / Waldron, P. (1985): Elastic Analysis and Experimental Behaviour to Collapse of a 1:12 Scale Prestressed Concrete Bifurcated Bridge. Dans: Proceedings of the Institution of Civil Engineers, v. 79, n. 3 (décembre 1985).

    https://doi.org/10.1680/iicep.1985.834

  3. Perry, S. H. / Waldron, P. / Pinkney, M. W. (1985): Design and Construction of a Model Prestressed Concrete Bifurcated Box Girder Bridge. Dans: Proceedings of the Institution of Civil Engineers, v. 79, n. 3 (décembre 1985).

    https://doi.org/10.1680/iicep.1985.833

  4. Kermani, B. / Waldron, P. (1993): Analysis of continuous box girder bridges including the effects of distortion. Dans: Computers & Structures, v. 47, n. 3 (mai 1993).

    https://doi.org/10.1016/0045-7949(93)90238-9

  5. Lahlouh, E. H. / Waldron, P. / Woodman, N. J. (1993): Assessing the structural performance of a novel form of precast concrete silo. Dans: Computers & Structures, v. 49, n. 2 (octobre 1993).

    https://doi.org/10.1016/0045-7949(93)90116-u

  6. Waldron, P. (1986): Sectorial properties of straight thin-walled beams. Dans: Computers & Structures, v. 24, n. 1 (janvier 1986).

    https://doi.org/10.1016/0045-7949(86)90344-5

  7. Waldron, P. (1987): Equivalent beam analysis of thin-walled beam structures. Dans: Computers & Structures, v. 26, n. 4 (janvier 1987).

    https://doi.org/10.1016/0045-7949(87)90009-5

  8. Cavell, D. G. / Waldron, P. (2001): A residual strength model for deteriorating post-tensioned concrete bridges. Dans: Computers & Structures, v. 79, n. 4 (février 2001).

    https://doi.org/10.1016/s0045-7949(00)00150-4

  9. Lahlouh, E. H. / Waldron, P. (1992): Membrane action in one-way slab strips. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 94, n. 4 (novembre 1992).

    https://doi.org/10.1680/istbu.1992.21505

  10. Kim, G. B. / Pilakoutas, K. / Waldron, P. (2008): Development of thin FRP reinforced GFRC permanent formwork systems. Dans: Construction and Building Materials, v. 22, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.conbuildmat.2007.07.029

  11. Kim, G. B. / Pilakoutas, K. / Waldron, P. (2009): Finite element analysis of thin GFRC panels reinforced with FRP. Dans: Construction and Building Materials, v. 23, n. 2 (février 2009).

    https://doi.org/10.1016/j.conbuildmat.2008.04.014

  12. Guo, J. S. / Waldron, P. (2000): Development of the stiffness damage test (SDT) for characterisation of thermally loaded concrete. Dans: Materials and Structures, v. 33, n. 8 (octobre 2000).

    https://doi.org/10.1007/bf02480525

  13. Guo, J. S. / Waldron, P. (2001): An elastic model to quantify the effect of moisture on the mechanical properties of concrete at the time of test. Dans: Magazine of Concrete Research, v. 53, n. 3 (juin 2001).

    https://doi.org/10.1680/macr.2001.53.3.151

  14. Kim, G. B. / Pilakoutas, K. / Waldron, P. (2010): Development of GFRP-reinforced GFRC for thin permanent formwork applications. Dans: Magazine of Concrete Research, v. 62, n. 4 (avril 2010).

    https://doi.org/10.1680/macr.2010.62.4.283

  15. Cavell, D. G. / Waldron, P. (2001): Parametric study of the residual strength of deteriorating simply-supported post-tensioned concrete bridges. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 4 (novembre 2001).

    https://doi.org/10.1680/stbu.2001.146.4.341

  16. Pavic, A. / Reynolds, P. / Waldron, P. (2002): Modal testing and FE model correlation and updating of a long-span prestressed concrete floor. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 152, n. 2 (mai 2002).

    https://doi.org/10.1680/stbu.2002.152.2.97

  17. Waldron, P. (1985): Elastic analysis of curved thin-walled girders including the effects of warping restraint. Dans: Engineering Structures, v. 7, n. 2 (avril 1985).

    https://doi.org/10.1016/0141-0296(85)90019-7

  18. Chrisp, T. M. / Waldron, P. / Wood, J. G. M. (1993): Development of a non-destructive test to quantify damage in deteriorated concrete. Dans: Magazine of Concrete Research, v. 45, n. 165 (décembre 1993).

    https://doi.org/10.1680/macr.1993.45.165.247

  19. Pimentel, R. L. / Pavic, A. / Waldron, P. (2001): Evaluation of design requirements for footbridges excited by vertical forces from walking. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 28, n. 5 (octobre 2001).

    https://doi.org/10.1139/l01-036

  20. Law, S. S. / Ward, H. S. / Shi, G. B. / Chen, R. Z. / Waldron, P. / Taylor, C. (1995): Dynamic Assessment of Bridge Load-Carrying Capacities. II. Dans: Journal of Structural Engineering (ASCE), v. 121, n. 3 (mars 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:3(488)

  21. Law, S. S. / Ward, H. S. / Shi, G. B. / Chen, R. Z. / Waldron, P. / Taylor, C. (1995): Dynamic Assessment of Bridge Load-Carrying Capacities. I. Dans: Journal of Structural Engineering (ASCE), v. 121, n. 3 (mars 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:3(478)

  22. Kermani, B. / Waldron, P. (1993): Behaviour of concrete box girder bridges of deformable cross-section. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 99, n. 2 (mai 1993).

    https://doi.org/10.1680/istbu.1993.23370

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