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E. Ibraim

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. Diambra, A. / Russell, A. R. / Ibraim, E. / Muir Wood, D. (2007): Determination of fibre orientation distribution in reinforced sands. In: Géotechnique, v. 57, n. 7 (September 2007).

    https://doi.org/10.1680/geot.2007.57.7.623

  2. Diambra, A. / Ibraim, E. (2015): Fibre-reinforced sand: interaction at the fibre and grain scale. In: Géotechnique, v. 65, n. 4 (April 2015).

    https://doi.org/10.1680/geot.14.P.206

  3. Hans, S. / Ibraim, E. / Pernot, S. / Boutin, C. / Lamarque, C.-H. (2000): Damping Identification In Multi-degree-of-freedom System Via a Wavelet-logarithmic Decrement—part 2: Study of a Civil Engineering Building. In: Journal of Sound and Vibration, v. 235, n. 3 (August 2000).

    https://doi.org/10.1006/jsvi.1999.2927

  4. Diambra, A. / Festugato, L. / Ibraim, E. / Peccin da Silva, A. / Consoli, N. C. (2018): Modelling tensile/compressive strength ratio of artificially cemented clean sand. In: Soils and Foundations, v. 58, n. 1 (February 2018).

    https://doi.org/10.1016/j.sandf.2017.11.011

  5. Diambra, A. / Ibraim, E. / Russell, A. R. / Muir Wood, D. (2011): Modelling the Undrained Response of Fibre Reinforced Sands. In: Soils and Foundations, v. 51, n. 4 (August 2011).

    https://doi.org/10.3208/sandf.51.625

  6. Alexander, N. A. / Ibraim, E. / Aldaikh, H. (2013): A simple discrete model for interaction of adjacent buildings during earthquakes. In: Computers & Structures, v. 124 (August 2013).

    https://doi.org/10.1016/j.compstruc.2012.11.012

  7. Hans, S. / Boutin, C. / Ibraim, E. / Roussillon, P. (2005): In situ experiments and seismic analysis of existing buildings. Part I: experimental investigations. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 12 (October 2005).

    https://doi.org/10.1002/eqe.502

  8. Boutin, C. / Hans, S. / Ibraim, E. / Roussillon, P. (2005): In situ experiments and seismic analysis of existing buildings. Part II: Seismic integrity threshold. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 12 (October 2005).

    https://doi.org/10.1002/eqe.503

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