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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. To, Alex P. / Lam, K. M. / Wong, S. Y. / Xie, Z. N. (2012): Effect of a through-building gap on wind-induced loading and dynamic responses of a tall building. Dans: Wind & Structures, v. 15, n. 6 (novembre 2012).

    https://doi.org/10.12989/was.2012.15.6.531

  2. Fu, J. Y. / Li, Q. S. / Xie, Z. N. (2005): Wind effects on a large cantilevered flat roof: loading characteristics and strategy of reduction. Dans: Wind & Structures, v. 8, n. 5 (octobre 2005).

    https://doi.org/10.12989/was.2005.8.5.357

  3. Xie, Z. N. / Gu, M. (2005): A correlation-based analysis on wind-induced interference effects between two tall buildings. Dans: Wind & Structures, v. 8, n. 3 (juin 2005).

    https://doi.org/10.12989/was.2005.8.3.163

  4. Ni, Z. H. / He, C. K. / Xie, Z. N. / Shi, B. Q. / Chen, D. J. (2001): Experimental test on bridge jointed twin-towered buildings to stochastic wind loads. Dans: Wind & Structures, v. 4, n. 1 (février 2001).

    https://doi.org/10.12989/was.2001.4.1.063

  5. Yu, X. F. / Xie, Z. N. / Wang, X. / Cai, B. (2016): Interference effects between two high-rise buildings on wind-induced torsion. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 159 (décembre 2016).

    https://doi.org/10.1016/j.jweia.2016.10.011

  6. Yu, X. F. / Xie, Z. N. / Zhu, J. B. / Gu, M. (2015): Interference effects on wind pressure distribution between two high-rise buildings. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 142 (juillet 2015).

    https://doi.org/10.1016/j.jweia.2015.04.008

  7. Xie, Z. N. / Gu, M. (2007): Simplified formulas for evaluation of wind-induced interference effects among three tall buildings. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 95, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.jweia.2006.05.003

  8. Gu, M. / Xie, Z. N. / Huang, P. (2005): Along-Wind Dynamic Interference Effects of Tall Buildings. Dans: Advances in Structural Engineering, v. 8, n. 6 (décembre 2005).

    https://doi.org/10.1260/136943305776318400

  9. Xie, Z. N. / Gu, M. (2004): Mean interference effects among tall buildings. Dans: Engineering Structures, v. 26, n. 9 (juillet 2004).

    https://doi.org/10.1016/j.engstruct.2004.03.007

  10. Li, Q. S. / Fu, J. Y. / Xiao, Y. Q. / Li, Z. N. / Ni, Z. H. / Xie, Z. N. / Gu, M. (2006): Wind tunnel and full-scale study of wind effects on China's tallest building. Dans: Engineering Structures, v. 28, n. 12 (octobre 2006).

    https://doi.org/10.1016/j.engstruct.2006.02.017

  11. Fu, J. Y. / Li, Q. S. / Xie, Z. N. (2006): Prediction of wind loads on a large flat roof using fuzzy neural networks. Dans: Engineering Structures, v. 28, n. 1 (janvier 2006).

    https://doi.org/10.1016/j.engstruct.2005.08.006

  12. Xu, A. / Xie, Z. N. / Fu, J. Y. / Wu, J. R. / Tuan, Alex (2014): Evaluation of wind loads on super-tall buildings from field-measured wind-induced acceleration response. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 9 (25 juin 2014).

    https://doi.org/10.1002/tal.1065

  13. Deng, T. / Fu, J. Y. / Xie, Z. N. / Pi, Y. L. / Shi, B. Q. (2018): The experimental study on the wind pressure distribution of tapered super high-rise buildings. Dans: The Structural Design of Tall and Special Buildings, v. 27, n. 13 (septembre 2018).

    https://doi.org/10.1002/tal.1483

  14. Fu, J. Y. / Li, Q. S. / Wu, J. R. / Ni, Z. H. / Xie, Z. N. / Gu, M. (2008): Spectral characteristics and correlation of dynamic wind forces on a super‐tall building. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (juin 2008).

    https://doi.org/10.1002/tal.364

  15. Xie, Z. N. / Gu, M. (2009): Across-wind dynamic response of high-rise building under wind action with interference effects from one and two tall buildings. Dans: The Structural Design of Tall and Special Buildings, v. 18, n. 1 (février 2009).

    https://doi.org/10.1002/tal.393

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