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Anders Bodare

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. Erlingsson, Sigurdur / Bodare, Anders (1996): Live load induced vibrations in Ullevi Stadium — dynamic dynamic soil analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 15, n. 3 (avril 1996).

    https://doi.org/10.1016/0267-7261(95)00041-0

  2. With, Christoffer / Bodare, Anders (2007): Prediction of train-induced vibrations inside buildings using transfer functions. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 2 (février 2007).

    https://doi.org/10.1016/j.soildyn.2006.06.003

  3. With, Christoffer / Bahrekazemi, Mehdi / Bodare, Anders (2006): Validation of an empirical model for prediction of train-induced ground vibrations. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 11 (novembre 2006).

    https://doi.org/10.1016/j.soildyn.2006.03.005

  4. With, Christoffer / Bahrekazemi, Mehdi / Bodare, Anders (2009): Wave barrier of lime–cement columns against train-induced ground-borne vibrations. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (juin 2009).

    https://doi.org/10.1016/j.soildyn.2008.12.005

  5. With, Christoffer / Bodare, Anders (2009): Evaluation of track stiffness with a vibrator for prediction of train-induced displacement on railway embankments. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 8 (août 2009).

    https://doi.org/10.1016/j.soildyn.2008.11.010

  6. Alves Costa, Pedro / Calçada, Rui / Silva Cardoso, António / Bodare, Anders (2010): Influence of soil non-linearity on the dynamic response of high-speed railway tracks. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 4 (avril 2010).

    https://doi.org/10.1016/j.soildyn.2009.11.002

  7. Massarsch, K. Rainer / Fellenius, Bengt H. / Bodare, Anders (2017): Fundamentals of the vibratory driving of piles and sheet piles. Dans: geotechnik, v. 40, n. 2 (juin 2017).

    https://doi.org/10.1002/gete.201600018

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