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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. Christensen, S. T. / Sorokin, S. V. / Olhoff, N. (1998): On analysis and optimization in structural acoustics — Part II: Exemplifications for axisymmetric structures. In: Structural Optimization, v. 16, n. 2-3 (October 1998).

    https://doi.org/10.1007/bf01202819

  2. Christensen, S. T. / Sorokin, S. V. / Olhoff, N. (1998): On analysis and optimization in structural acoustics — Part I: Problem formulation and solution techniques. In: Structural Optimization, v. 16, n. 2-3 (October 1998).

    https://doi.org/10.1007/bf01202818

  3. Christensen, S. T. / Sorokin, S. V. / Olhoff, N. (1998): On analysis and optimization in structural acoustics – Part II: Exemplifications for axisymmetric structures. In: Structural Optimization, v. 16, n. 2-3 (October 1998).

    https://doi.org/10.1007/s001580050010

  4. Christensen, S. T. / Sorokin, S. V. / Olhoff, N. (1998): On analysis and optimization in structural acoustics – Part I: Problem formulation and solution techniques. In: Structural Optimization, v. 16, n. 2-3 (October 1998).

    https://doi.org/10.1007/s001580050009

  5. Neklyudov, V. S. / Nikhotin, N. I. / Sorokin, S. V. / Sivanbaev, A. V. / Targulyan, Yu. O. (1978): Experience in constructing pile foundations of apartment buildings in Norilsk. In: Soil Mechanics and Foundation Engineering, v. 15, n. 4 (July 1978).

    https://doi.org/10.1007/bf02111766

  6. Krylov, V. / Sorokin, S. V. (1997): Dynamics of elastic beams with controlled distributed stiffness parameters. In: Smart Materials and Structures, v. 6, n. 5 (October 1997).

    https://doi.org/10.1088/0964-1726/6/5/008

  7. Sorokin, S. V. / Grishina, S. V. / Ershova, O. A. (2001): Analysis and control of vibrations of honeycomb plates by parametric stiffness modulations. In: Smart Materials and Structures, v. 10, n. 5 (October 2001).

    https://doi.org/10.1088/0964-1726/10/5/320

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