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Anders Rönnquist ORCID

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. Zakharenko, Mariia / Frøseth, Gunnstein T. / Rönnquist, Anders (2024): How conservative is the Norwegian fatigue load model for service life estimation of railway bridges?. Dans: Structure and Infrastructure Engineering, v. 20, n. 9 (janvier 2024).

    https://doi.org/10.1080/15732479.2022.2145316

  2. Svendsen, Bjørn T. / Frøseth, Gunnstein T. / Rönnquist, Anders (2020): Damage Detection Applied to a Full-Scale Steel Bridge Using Temporal Moments. Dans: Shock and Vibration, v. 2020 (janvier 2020).

    https://doi.org/10.1155/2020/3083752

  3. Reymert, Sebastian / Rönnquist, Anders / Øiseth, Ole (2022): Systematic Metadata Analysis of Wind-Exposed Long-Span Bridges for Road Vehicle Safety Assessments. Dans: Journal of Bridge Engineering (ASCE), v. 27, n. 2 (février 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001822

  4. Frøseth, Gunnstein T. / Rönnquist, Anders (2019): Load model of historic traffic for fatigue life estimation of Norwegian railway bridges. Dans: Engineering Structures, v. 200 (décembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109626

  5. Øiseth, Ole / Rönnquist, Anders / Sigbjörnsson, Ragnar (2013): Effects of co-spectral densities of atmospheric turbulence on the dynamic response of cable-supported bridges: A case study. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 116 (mai 2013).

    https://doi.org/10.1016/j.jweia.2013.03.001

  6. Øiseth, Ole / Rönnquist, Anders / Sigbjörnsson, Ragnar (2010): Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: A case study. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 98, n. 12 (décembre 2010).

    https://doi.org/10.1016/j.jweia.2010.06.009

  7. Frøseth, Gunnstein T. / Rönnquist, Anders (2019): Finding the train composition causing greatest fatigue damage in railway bridges by Late Acceptance Hill Climbing. Dans: Engineering Structures, v. 196 (octobre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109342

  8. Frøseth, Gunnstein T. / Rönnquist, Anders (2019): Evolution of load conditions in the Norwegian railway network and imprecision of historic railway load data. Dans: Structure and Infrastructure Engineering, v. 15, n. 2 (janvier 2019).

    https://doi.org/10.1080/15732479.2018.1504087

  9. Øiseth, Ole / Rönnquist, Anders / Sigbjörnsson, Ragnar (2011): Time domain modeling of self-excited aerodynamic forces for cable-supported bridges: A comparative study. Dans: Computers & Structures, v. 89, n. 13-14 (juillet 2011).

    https://doi.org/10.1016/j.compstruc.2011.03.017

  10. Rönnquist, Anders / Strømmen, Einar / Wollebæk, Lars (2008): Dynamic Properties from Full Scale Recordings and FE-Modelling of a Slender Footbridge with Flexible Connections. Dans: Structural Engineering International, v. 18, n. 4 (novembre 2008).

    https://doi.org/10.2749/101686608786455162

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