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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. Náprstek, Jiří / Fischer, Cyril / Pospíšil, Stanislav / Trush, Arsenii (2021): Modeling of the quasi-periodic galloping response type under combined harmonic and random excitation. In: Computers & Structures, v. 247 (April 2021).

    https://doi.org/10.1016/j.compstruc.2020.106478

  2. Náprstek, Jiří / Fischer, Cyril (2019): Super and sub-harmonic synchronization in generalized van der Pol oscillator. In: Computers & Structures, v. 224 (December 2019).

    https://doi.org/10.1016/j.compstruc.2019.106103

  3. Náprstek, Jiřı́ / Fischer, Cyril (2002): Non-stationary response of structures excited by random seismic processes with time variable frequency content. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (October 2002).

    https://doi.org/10.1016/s0267-7261(02)00141-0

  4. Náprstek, Jiří / Fischer, Cyril (2017): Investigation of bar system modal characteristics using Dynamic Stiffness Matrix polynomial approximations. In: Computers & Structures, v. 180 (February 2017).

    https://doi.org/10.1016/j.compstruc.2016.10.015

  5. Náprstek, Jiří / Fischer, Cyril (2009): Auto-parametric semi-trivial and post-critical response of a spherical pendulum damper. In: Computers & Structures, v. 87, n. 19-20 (October 2009).

    https://doi.org/10.1016/j.compstruc.2008.11.015

  6. Náprstek, Jiří / Fischer, Cyril (2018): Analysis of the quasiperiodic response of a generalized van der Pol nonlinear system in the resonance zone. In: Computers & Structures, v. 207 (September 2018).

    https://doi.org/10.1016/j.compstruc.2017.07.021

  7. Náprstek, Jiří / Fischer, Cyril (2015): Static and dynamic analysis of beam assemblies using a differential system on an oriented graph. In: Computers & Structures, v. 155 (15 July 2015).

    https://doi.org/10.1016/j.compstruc.2015.02.021

  8. Fryba, Ladislav / Fischer, Cyril (2003): Number of stress cycles in bridges due to high speed train. Presented at: IABSE Symposium: Structures for High-Speed Railway Transportation, Antwerp, Belgium, 27-29 August 2003.

    https://doi.org/10.2749/222137803796329150

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