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X. X. Cheng ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Cheng, X. X. / Zhao, L. / Ge, Y. J. / Li, Q. S. / He, J. Y. (2024): Wind loading interference effects among eight grouped large cooling towers with rectangular arrangement. In: Structures, v. 67 (September 2024).

    https://doi.org/10.1016/j.istruc.2024.107017

  2. Cheng, X. X. / Zhao, L. / Liu, X. P. / Ge, Y. J. (2024): Velocity-pressure admittance for structural analysis of large cooling towers against strong winds. In: Structures, v. 63 (Mai 2024).

    https://doi.org/10.1016/j.istruc.2024.106300

  3. Cheng, X. X. / Liao, Y. C. (2023): Structural safety assessment oriented modal experiments on Renyihe Bridge using vehicle excitations. In: Structures, v. 56 (Oktober 2023).

    https://doi.org/10.1016/j.istruc.2023.105016

  4. Cheng, X. X. / Zhao, L. / Ge, Y. J. / Wu, G. (2023): Wind effects on a full-scale cooling tower in velocity fields of different non-stationary levels. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 176, n. 8 (August 2023).

    https://doi.org/10.1680/jstbu.20.00029

  5. Cheng, X. X. / Song, Z. Y. (2021): Modal experiment and model updating for Yingzhou Bridge. In: Structures, v. 32 (August 2021).

    https://doi.org/10.1016/j.istruc.2021.03.025

  6. Cheng, X. X. / Ma, F. B. / Chen, J. Q. / Dong, B. / Wu, G. (2020): Bearing Repair and Monitoring for Poyanghu Cable-Stayed Bridge. In: Advances in Civil Engineering, v. 2020 (Januar 2020).

    https://doi.org/10.1155/2020/8819360

  7. Cheng, X. X. / Wu, G. / Zhang, L. / Ma, F. B. (2020): A New Damage Detection Method for Special-Shaped Steel Arch Bridges Based on Fractal Theory and the Model Updating Technique. In: International Journal of Structural Stability and Dynamics, v. 21, n. 3 (Dezember 2020).

    https://doi.org/10.1142/s0219455421500309

  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. In: Wind & Structures, v. 24, n. 2 (Februar 2017).

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

  9. Cheng, X. X. / Ge, Y. J. (2019): An Innovative Structural Health Monitoring System for Large Transmission Towers Based on GPS. In: International Journal of Structural Stability and Dynamics, v. 19, n. 4 (April 2019).

    https://doi.org/10.1142/s0219455419710020

  10. Cheng, X. X. / Zhao, L. / Ge, Y. J. (2013): Multiple Loading Effects on Wind-induced Static Performance of Super-large Cooling Towers. In: International Journal of Structural Stability and Dynamics, v. 13, n. 8 (Oktober 2013).

    https://doi.org/10.1142/s0219455413500399

  11. Cao, S. S. / Ke, S. T. / Zhang, W. M. / Zhao, L. / Ge, YJ / Cheng, X. X. (2019): Load–response correlation–based equivalent static wind loads for large cooling towers. In: Advances in Structural Engineering, v. 22, n. 11 (April 2019).

    https://doi.org/10.1177/1369433219844336

  12. Cheng, X. X. / Ke, S. T. / Li, P. F. / Ge, Y. J. / Zhao, L. (2019): External extreme wind pressure distribution for the structural design of cooling towers. In: Engineering Structures, v. 181 (Februar 2019).

    https://doi.org/10.1016/j.engstruct.2018.12.038

  13. Cheng, X. X. / Zhao, L. / Ge, Y. J. / Ke, S. T. / Liu, X. P. (2015): Wind Pressures on a Large Cooling Tower. In: Advances in Structural Engineering, v. 18, n. 2 (Februar 2015).

    https://doi.org/10.1260/1369-4332.18.2.201

  14. Cheng, X. X. / Dong, J. / Peng, Y. / Zhao, L. / Ge, YJ (2018): Effects of free-stream turbulence on wind loads on a full-scale large cooling tower. In: Advances in Structural Engineering, v. 21, n. 10 (März 2018).

    https://doi.org/10.1177/1369433217747404

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

    https://doi.org/10.1177/1369433216664354

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