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Z. Q. Chen

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

  1. Zhou, Y. D. / Cheng, Y. H. / Chen, Z. Q. / Wu, H. (2024): Dynamic behaviors of RC caisson subjected to underwater explosions. In: Marine Structures, v. 94 (März 2024).

    https://doi.org/10.1016/j.marstruc.2023.103568

  2. He, X. H. / Hua, X. G. / Chen, Z. Q. / Huang, F. L. (2011): EMD-based random decrement technique for modal parameter identification of an existing railway bridge. In: Engineering Structures, v. 33, n. 4 (April 2011).

    https://doi.org/10.1016/j.engstruct.2011.01.012

  3. Hua, X. G. / Chen, Z. Q. / Chen, W. / Niu, H. W. / Huang, Z. W. (2015): Investigation on the effect of vibration frequency on vortex-induced vibrations by section model tests. In: Wind & Structures, v. 20, n. 2 (Februar 2015).

    https://doi.org/10.12989/was.2015.20.2.349

  4. Li, S. Y. / Chen, Z. Q. / Dong, G. C. / Luo, J. H. (2014): Aerodynamic stability of stay cables incorporated with lamps: a case study. In: Wind & Structures, v. 18, n. 1 (Januar 2014).

    https://doi.org/10.12989/was.2014.18.1.083

  5. Li, C. G. / Chen, Z. Q. / Zhang, Z. T. / Cheung, J. C. K. (2010): Wind tunnel modeling of flow over mountainous valley terrain. In: Wind & Structures, v. 13, n. 3 (Mai 2010).

    https://doi.org/10.12989/was.2010.13.3.275

  6. Han, Y. / Chen, Z. Q. / Hua, X. G. (2010): New estimation methodology of six complex aerodynamic admittance functions. In: Wind & Structures, v. 13, n. 3 (Mai 2010).

    https://doi.org/10.12989/was.2010.13.3.293

  7. Hua, X. G. / Chen, Z. Q. (2008): A study of wind effect on damping and frequency of a long span cable-stayed bridge from rational function approximation of self-excited forces. In: Wind & Structures, v. 11, n. 1 (Februar 2008).

    https://doi.org/10.12989/was.2008.11.1.071

  8. Hua, X. G. / Chen, Z. Q. / Ni, Y. Q. / Ko, J. M. (2007): Flutter analysis of long-span bridges using ANSYS. In: Wind & Structures, v. 10, n. 1 (Februar 2007).

    https://doi.org/10.12989/was.2007.10.1.061

  9. Chen, Z. Q. / Wang, X. Y. / Ko, J. M. / Ni, Y. Q. / Spencer, B. F. / Yang, G. / Hu, J. H. (2004): MR damping system for mitigating wind-rain induced vibration on Dongting Lake Cable-Stayed Bridge. In: Wind & Structures, v. 7, n. 5 (Oktober 2004).

    https://doi.org/10.12989/was.2004.7.5.293

  10. Hua, X. G. / Ni, Y. Q. / Chen, Z. Q. / He, X. H. (2012): Monte Carlo Study of the Effect of Measurement Noise in Model Updating with Regularization. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 1 (Januar 2012).

    https://doi.org/10.1061/(asce)em.1943-7889.0000308

  11. Li, S. Y. / Liu, M. / Li, H. X. / Hui, Y. / Chen, Z. Q. (2018): Effects of structural damping on wind-induced responses of a 243-meter-high solar tower based on a novel elastic test model. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 172 (Januar 2018).

    https://doi.org/10.1016/j.jweia.2017.10.027

  12. Ni, Y. Q. / Wang, X. Y. / Chen, Z. Q. / Ko, J. M. (2007): Field observations of rain-wind-induced cable vibration in cable-stayed Dongting Lake Bridge. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 95, n. 5 (Mai 2007).

    https://doi.org/10.1016/j.jweia.2006.07.001

  13. Chen, Z. Q. / Agar, T. J. A. (1993): Geometric nonlinear analysis of flexible spatial beam structures. In: Computers & Structures, v. 49, n. 6 (Dezember 1993).

    https://doi.org/10.1016/0045-7949(93)90019-a

  14. Hua, X. G. / Chen, Z. Q. / Yang, J. B. / Niu, H. W. / Chen, B. (2014): Turbulence Integral Scale Corrections to Experimental Results of Aeroelastic Models with Large Geometric Scales: Application to Gust Loading Factor of a Transmission Line Tower. In: Advances in Structural Engineering, v. 17, n. 8 (August 2014).

    https://doi.org/10.1260/1369-4332.17.8.1189

  15. Chen, Z. Q. / Han, Y. / Hua, X. G. / Luo, Y. Z. (2009): Investigation on influence factors of buffeting response of bridges and its aeroelastic model verification for Xiaoguan Bridge. In: Engineering Structures, v. 31, n. 2 (Februar 2009).

    https://doi.org/10.1016/j.engstruct.2008.08.016

  16. Wang, X. Y. / Ni, Y. Q. / Ko, J. M. / Chen, Z. Q. (2005): Optimal design of viscous dampers for multi-mode vibration control of bridge cables. In: Engineering Structures, v. 27, n. 5 (April 2005).

    https://doi.org/10.1016/j.engstruct.2004.12.013

  17. Zhou, S. / Hua, X. G. / Chen, Z. Q. / Chen, W. (2017): Experimental investigation of correction factor for VIV amplitude of flexible bridges from an aeroelastic model and its 1:1 section model. In: Engineering Structures, v. 141 (Juni 2017).

    https://doi.org/10.1016/j.engstruct.2017.03.023

  18. Wen, Q. / Hua, X. G. / Chen, Z. Q. / Yang, Y. / Niu, H. W. (2016): Control of Human-Induced Vibrations of a Curved Cable-Stayed Bridge: Design, Implementation, and Field Validation. In: Journal of Bridge Engineering (ASCE), v. 21, n. 7 (Juli 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000887

  19. Zhang, Z. T. / Wu, X. B. / Chen, Z. Q. / Ge, Y. J. (2016): Mechanism of Hanger Oscillation at Suspension Bridges: Buffeting-Induced Resonance. In: Journal of Bridge Engineering (ASCE), v. 21, n. 3 (März 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000834

  20. Chen, Z. Q. / Liu, M. G. / Hua, X. G. / Mou, T. M. (2012): Flutter, Galloping, and Vortex-Induced Vibrations of H-Section Hangers. In: Journal of Bridge Engineering (ASCE), v. 17, n. 3 (Mai 2012).

    https://doi.org/10.1061/(asce)be.1943-5592.0000268

  21. Zhang, Z. T. / Chen, Z. Q. / Hua, X. G. / Li, C. G. / Ge, Y. J. (2010): Investigation of Turbulence Effects on Torsional Divergence of Long-Span Bridges by Using Dynamic Finite-Element Method. In: Journal of Bridge Engineering (ASCE), v. 15, n. 6 (November 2010).

    https://doi.org/10.1061/(asce)be.1943-5592.0000101

  22. Chen, Z. Q. / Yu, X. D. / Yang, G. / Spencer, B. F. (2005): Wind-Induced Self-Excited Loads on Bridges. In: Journal of Structural Engineering (ASCE), v. 131, n. 12 (Dezember 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1783)

  23. Hua, X. G. / Ni, Y. Q. / Chen, Z. Q. / Ko, J. M. (2009): Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating. In: Journal of Structural Engineering (ASCE), v. 135, n. 9 (September 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:9(1093)

  24. Wen, Q. / Hua, X. G. / Lei, X. / Chen, Z. Q. / Niu, H. W. (2018): Experimental study of wake-induced instability of coupled parallel hanger ropes for suspension bridges. In: Engineering Structures, v. 167 (Juli 2018).

    https://doi.org/10.1016/j.engstruct.2018.04.023

  25. Wen, Q. / Hua, X. G. / Chen, Z. Q. / Guo, J. M. / Niu, H. W. (2017): Modal parameter identification of a long-span footbridge by forced vibration experiments. In: Advances in Structural Engineering, v. 20, n. 5 (April 2017).

    https://doi.org/10.1177/1369433217698322

  26. Han, Y. / Chen, Z. Q. / Hua, X. G. / Feng, Z. Q. / Xu, G. J. (2017): Wind loads and effects on rigid frame bridges with twin-legged high piers at erection stages. In: Advances in Structural Engineering, v. 20, n. 10 (Januar 2017).

    https://doi.org/10.1177/1369433216684350

  27. Li, Hongli / Georgakis, Christos T. / Chen, Z. Q. (2011): The Response Spectrum Methodology Considering Inter- and Intra-Subject Variability. Vorgetragen bei: 4th International Conference Footbridge 2011, Wroclaw, Poland, 6-8 July 2011.
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