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Publicité

F. W. Williams

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. Zhang, Zhichao / Zhang, Yahui / Lin, Jiahao / Zhao, Yan / Howson, W. P. / Williams, F. W. (2011): Random vibration of a train traversing a bridge subjected to traveling seismic waves. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011).

    https://doi.org/10.1016/j.engstruct.2011.07.018

  2. Zhang, Y. H. / Lin, J. H. / Williams, F. W. / Li, Q. S. (2005): Wave passage effect of seismic ground motions on the response of multipiy supported structures. Dans: Structural Engineering and Mechanics, v. 20, n. 6 (août 2005).

    https://doi.org/10.12989/sem.2005.20.6.655

  3. York, C. B. / Williams, F. W. (1994): Theory and buckling results for infinitely wide, stiffened skew plate assemblies. Dans: Composite Structures, v. 28, n. 2 ( 1994).

    https://doi.org/10.1016/0263-8223(94)90048-5

  4. Aston, G. / Williams, F. W. (1994): Simplified methods for the buckling analysis of composite multi-spar wing boxes. Dans: Composite Structures, v. 28, n. 2 ( 1994).

    https://doi.org/10.1016/0263-8223(94)90050-7

  5. Shen, Hui-Shen / Sun, G. / Williams, F. W. (1996): Thermomechanical postbuckling analysis of imperfect laminated plates on two-parameter elastic foundations. Dans: Composite Structures, v. 34, n. 3 ( 1996).

    https://doi.org/10.1016/0263-8223(95)00153-0

  6. Shen, H.-S. / Williams, F. W. (1997): Thermomechanical postbuckling analysis of imperfect laminated plates of softening nonlinear elastic foundations. Dans: Composite Structures, v. 40, n. 1 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00155-4

  7. Ju-fen, Zhu / Gang, Zhang / Howson, W. P. / Williams, F. W. (2003): Reference surface element modelling of composite plate/shell delamination buckling and postbuckling. Dans: Composite Structures, v. 61, n. 3 (août 2003).

    https://doi.org/10.1016/s0263-8223(03)00016-3

  8. Zhang, Y. H. / Li, Q. S. / Lin, J. H. / Williams, F. W. (2009): Random vibration analysis of long-span structures subjected to spatially varying ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 4 (avril 2009).

    https://doi.org/10.1016/j.soildyn.2008.06.007

  9. Williams, F. W. / Sharp, G. (1990): Simple Elastic Critical Load and Effective Length Calculations for Multistorey Rigid Sway Frames. Dans: Proceedings of the Institution of Civil Engineers, v. 89, n. 2 (juin 1990).

    https://doi.org/10.1680/iicep.1990.6946

  10. Williams, F. W. / Butler, R. (1988): Simple Calculations for Wind Deflexions of Multi-Storey Rigid Sway Frames. Dans: Proceedings of the Institution of Civil Engineers, v. 85, n. 3 (septembre 1988).

    https://doi.org/10.1680/iicep.1988.453

  11. Williams, F. W. / Wood, R. H. (1977): Simple Design Procedures for Unbraced Multi-Storey Frames. Dans: Proceedings of the Institution of Civil Engineers, v. 63, n. 2 (juin 1977).

    https://doi.org/10.1680/iicep.1977.3192

  12. Williams, F. W. (1979): Symmetric sub-structures. Dans: Computers & Structures, v. 10, n. 5 (octobre 1979).

    https://doi.org/10.1016/0045-7949(79)90043-9

  13. Williams, F. W. / Banerjee, J. R. / Harris, S. R. / Hughes, M. W. N. (1983): Refined design of self-expanding stayed column for use in space. Dans: Computers & Structures, v. 16, n. 1-4 (janvier 1983).

    https://doi.org/10.1016/0045-7949(83)90174-8

  14. Williams, F. W. (1974): A quasi-reduction method for estimating matrix reduction times. Dans: Computers & Structures, v. 4, n. 5 (octobre 1974).

    https://doi.org/10.1016/0045-7949(74)90019-4

  15. Williams, F. W. (1973): Rapid analysis of the effects of structural modifications on inconveniently situated eigenvalues. Dans: Computers & Structures, v. 3, n. 6 (novembre 1973).

    https://doi.org/10.1016/0045-7949(73)90012-6

  16. Xu, W. T. / Zhang, Y. H. / Lin, J. H. / Kennedy, D. / Williams, F. W. (2011): Sensitivity analysis and optimization of vehicle–bridge systems based on combined PEM–PIM strategy. Dans: Computers & Structures, v. 89, n. 3-4 (février 2011).

    https://doi.org/10.1016/j.compstruc.2010.11.011

  17. Williams, F. W. (1993): Review of exact buckling and frequency calculations with optional multi-level substructuring. Dans: Computers & Structures, v. 48, n. 3 (août 1993).

    https://doi.org/10.1016/0045-7949(93)90334-a

  18. Lin, Jiahao / Li, Jianjun / Zhang, Wenshou / Williams, F. W. (1997): Random Seismic Responses Of Multi-support Structures In Evolutionary Inhomogeneous Random Fields. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 1 (janvier 1997).

    https://doi.org/10.1002/(sici)1096-9845(199701)26:1<135::aid-eqe633>3.0.co;2-6

  19. Lin, Jiahao / Zhang, Wenshou / Williams, F. W. (1994): Pseudo-excitation algorithm for nonstationary random seismic responses. Dans: Engineering Structures, v. 16, n. 4 (mai 1994).

    https://doi.org/10.1016/0141-0296(94)90067-1

  20. Lin, J. H. / Zhang, Y. H. / Li, Q. S. / Williams, F. W. (2004): Seismic spatial effects for long-span bridges, using the pseudo excitation method. Dans: Engineering Structures, v. 26, n. 9 (juillet 2004).

    https://doi.org/10.1016/j.engstruct.2004.03.019

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