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C. Demartino 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. Xu, J. J. / Chen, Z. P. / Zhao, X. Y. / Demartino, C. / Ozbakkaloglu, T. / Xue, J. Y. (2019): Seismic performance of circular recycled aggregate concrete-filled steel tubular columns: FEM modelling and sensitivity analysis. Dans: Thin-Walled Structures, v. 141 (août 2019).

    https://doi.org/10.1016/j.tws.2019.04.016

  2. Demartino, C. / Ricciardelli, F. (2015): Aerodynamic stability of ice-accreted bridge cables. Dans: Journal of Fluids and Structures, v. 52 (janvier 2015).

    https://doi.org/10.1016/j.jfluidstructs.2014.10.003

  3. Xu, J. J. / Chen, W. G. / Demartino, C. / Xie, T. Y. / Yu, Y. / Fang, C. F. / Xu, M. (2021): A Bayesian model updating approach applied to mechanical properties of recycled aggregate concrete under uniaxial or triaxial compression. Dans: Construction and Building Materials, v. 301 (septembre 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.124274

  4. Zhou, S. C. / Demartino, C. / Xu, J. J. / Xiao, Y. (2021): Effectiveness of CFRP seismic-retrofit of circular RC bridge piers under vehicular lateral impact loading. Dans: Engineering Structures, v. 243 (septembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.112602

  5. Wang, J. S. / Demartino, C. / Xiao, Y. / Li, Y. Y. (2018): Thermal insulation performance of bamboo- and wood-based shear walls in light-frame buildings. Dans: Energy and Buildings, v. 168 (juin 2018).

    https://doi.org/10.1016/j.enbuild.2018.03.017

  6. Xu, J. J. / Demartino, C. / Shan, B. / Heo, Y. A. / Xiao, Y. (2020): Experimental investigation on performance of cantilever CFRP-wrapped circular RC columns under lateral low-velocity impact. Dans: Composite Structures, v. 242 (juin 2020).

    https://doi.org/10.1016/j.compstruct.2020.112143

  7. Zhou, S. C. / Demartino, C. / Xiao, Y. (2020): High-strain rate compressive behavior of Douglas fir and glubam. Dans: Construction and Building Materials, v. 258 (octobre 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.119466

  8. Cheng, X. X. / Zhao, L. / Ge, Y. J. / Dong, J. / Demartino, C. (2017): A comprehensive high Reynolds number effects simulation method for wind pressures on cooling tower models. Dans: Wind & Structures, v. 24, n. 2 (février 2017).

    https://doi.org/10.12989/was.2017.24.2.119

  9. Demartino, C. / Koss, H. H. / Georgakis, C. T. / Ricciardelli, F. (2015): Effects of ice accretion on the aerodynamics of bridge cables. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 138 (mars 2015).

    https://doi.org/10.1016/j.jweia.2014.12.010

  10. Demartino, C. / Ricciardelli, F. (2019): Probabilistic versus Deterministic Assessment of the Minimum Structural Damping Required to Prevent Galloping of Dry Bridge Hangers. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 8 (août 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002362

  11. Demartino, C. / Ricciardelli, F. (2017): Aerodynamics of nominally circular cylinders: A review of experimental results for Civil Engineering applications. Dans: Engineering Structures, v. 137 (avril 2017).

    https://doi.org/10.1016/j.engstruct.2017.01.023

  12. Demartino, C. / Ricciardelli, F. (2018): Assessment of the Structural Damping Required to Prevent Galloping of Dry HDPE Stay Cables Using the Quasi-Steady Approach. Dans: Journal of Bridge Engineering (ASCE), v. 23, n. 4 (avril 2018).

    https://doi.org/10.1061/(asce)be.1943-5592.0001168

  13. Ricciardelli, F. / Demartino, C. (2016): Design of Footbridges against Pedestrian-Induced Vibrations. Dans: Journal of Bridge Engineering (ASCE), v. 21, n. 8 (août 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000825

  14. Cheng, X. X. / Zhao, L. / Ge, YJ / Dong, R. / Demartino, C. (2017): Wind effects on rough-walled and smooth-walled large cooling towers. Dans: Advances in Structural Engineering, v. 20, n. 6 (mai 2017).

    https://doi.org/10.1177/1369433216664354

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