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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. O'Keefe, J. D. / O'Brien, E. J. (1986): Optimal Plastic Design of Multi-Bay Single-Storey Frames. In: Proceedings of the Institution of Civil Engineers, v. 81, n. 1 (March 1986).

    https://doi.org/10.1680/iicep.1986.706

  2. O'Keeffe, J. D. / O'Brien, E. J. (1988): Optimal Design of Mulit-Bay Rectangular Frames. In: Proceedings of the Institution of Civil Engineers, v. 85, n. 4 (December 1988).

    https://doi.org/10.1680/iicep.1988.953

  3. Lehane, B. M. / Keogh, D. L. / O'Brien, E. J. (1999): Simplified elastic model for restraining effects of backfill soil on integral bridges. In: Computers & Structures, v. 73, n. 1-5 (October 1999).

    https://doi.org/10.1016/s0045-7949(98)00247-8

  4. O'Brien, E. J. / Keogh, D. L. (1999): A discussion on neutral axis location in bridge deck cantilevers. In: Computers & Structures, v. 73, n. 1-5 (October 1999).

    https://doi.org/10.1016/s0045-7949(98)00248-x

  5. O'Brien, E. J. / Dixon, A. S. (1997): Optimal plastic design of pitched roof frames for multiple loading. In: Computers & Structures, v. 64, n. 1-4 (July 1997).

    https://doi.org/10.1016/s0045-7949(96)00428-2

  6. O'Brien, E. J. / Keogh, D. L. (1998): Upstand finite element analysis of slab bridges. In: Computers & Structures, v. 69, n. 6 (December 1998).

    https://doi.org/10.1016/s0045-7949(98)00148-5

  7. O'Brien, E. J. / Žnidarič, A. / Brady, K. / Gonzalez, A. / O'Connor, A. (2005): Procedures for the assessment of highway structures. In: Proceedings of the Institution of Civil Engineers - Transport, v. 158, n. 1 (February 2005).

    https://doi.org/10.1680/tran.2005.158.1.17

  8. Huseynov, F. / Brownjohn, J. M. W. / O'Brien, E. J. / Hester, D. (2017): Analysis of load test on composite I-girder bridge. In: Journal of Civil Structural Health Monitoring, v. 7, n. 2 (April 2017).

    https://doi.org/10.1007/s13349-017-0223-x

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