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X. X. Cheng ORCID

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. 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 (May 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 (October 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 (January 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 (December 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 (February 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 (October 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 (February 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 (February 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 (March 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 (May 2017).

    https://doi.org/10.1177/1369433216664354

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