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Q. S. Li 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. Li, Xiao / Yu, Xiaoye / Li, Q. S. / Allsop, Andrew (2021): Field measurement and validation of structural dynamic parameters of skyscrapers under super typhoon excitation. In: Journal of Civil Structural Health Monitoring, v. 11, n. 3 (May 2021).

    https://doi.org/10.1007/s13349-021-00470-3

  2. Li, Q. S. / Fang, J. Q. / Liu, D. K. (1999): Evaluation of structural dynamic responses by stochastic finite element method. In: Structural Engineering and Mechanics, v. 8, n. 5 (November 1999).

    https://doi.org/10.12989/sem.1999.8.5.477

  3. Li, Q. S. (2000): Exact solutions for free vibration of multi-step orthotropic shear plates. In: Structural Engineering and Mechanics, v. 9, n. 3 (March 2000).

    https://doi.org/10.12989/sem.2000.9.3.269

  4. Li, Q. S. / Xu, J. Y. / Li, G. Q. (2001): Evaluation of vertical dynamic characteristics of cantilevered tall structures. In: Structural Engineering and Mechanics, v. 11, n. 4 (April 2001).

    https://doi.org/10.12989/sem.2001.11.4.357

  5. Li, Q. S. (2003): Effect of shear deformation on the critical buckling of multi-step bars. In: Structural Engineering and Mechanics, v. 15, n. 1 (January 2003).

    https://doi.org/10.12989/sem.2003.15.1.071

  6. Li, Yi / Zhang, J. W. / Li, Q. S. (2014): Experimental investigation of characteristics of torsional wind loads on rectangular tall buildings. In: Structural Engineering and Mechanics, v. 49, n. 1 (January 2014).

    https://doi.org/10.12989/sem.2014.49.1.129

  7. Wang, X. J. / Li, Q. S. / Li, J. C. (2020): Field measurements and numerical simulations of wind-driven rain on a low-rise building during typhoons. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 204 (September 2020).

    https://doi.org/10.1016/j.jweia.2020.104274

  8. Lu, C. L. / Li, Q. S. / Huang, S. H. / Tuan, Alex Y. / Zhi, L. H. / Su, Sheng-Chung (2016): Evaluation of wind loads and wind induced responses of a super-tall building by large eddy simulation. In: Wind & Structures, v. 23, n. 4 (October 2016).

    https://doi.org/10.12989/was.2016.23.4.313

  9. He, Y. C. / Chan, P. W. / Li, Q. S. (2014): Field measurements of wind characteristics over hilly terrain within surface layer. In: Wind & Structures, v. 19, n. 5 (November 2014).

    https://doi.org/10.12989/was.2014.19.5.541

  10. Li, Chunxiang / Li, Q. S. (2005): Evaluation of the Lever-type Multiple Tuned Mass Dampers for Mitigating Harmonically Forced Vibration. In: International Journal of Structural Stability and Dynamics, v. 5, n. 4 (December 2005).

    https://doi.org/10.1142/s0219455405001763

  11. Wang, X. J. / Li, Q. S. / Yan, B. W. / Li, J. C. (2018): Field measurements of wind effects on a low-rise building with roof overhang during typhoons. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 176 (May 2018).

    https://doi.org/10.1016/j.jweia.2018.03.015

  12. He, Y. C. / Chan, P. W. / Li, Q. S. (2017): Estimation of roughness length at Hong Kong International Airport via different micrometeorological methods. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 171 (December 2017).

    https://doi.org/10.1016/j.jweia.2017.09.019

  13. Shu, Z. R. / Li, Q. S. (2017): An experimental investigation of surface pressures in separated and reattaching flows: effects of freestream turbulence and leading edge geometry. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 165 (June 2017).

    https://doi.org/10.1016/j.jweia.2017.03.004

  14. Li, Q. S. / Hu, S. Y. / Dai, Y. M. / He, Y. C. (2012): Field measurements of extreme pressures on a flat roof of a low-rise building during typhoons. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 111 (December 2012).

    https://doi.org/10.1016/j.jweia.2012.08.003

  15. Fu, J. Y. / Li, Q. S. / Wu, J. R. / Xiao, Y. Q. / Song, L. L. (2008): Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 96, n. 8-9 (August 2008).

    https://doi.org/10.1016/j.jweia.2008.03.004

  16. Li, Q. S. / Yang, Ke. / Wong, C. K. / Jeary, A. P. (2003): The effect of amplitude-dependent damping on wind-induced vibrations of a super tall building. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 91, n. 9 (September 2003).

    https://doi.org/10.1016/s0167-6105(03)00080-1

  17. Li, Q. S. / Melbourne, W. H. (1999): The effect of large-scale turbulence on pressure fluctuations in separated and reattaching flows. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 83, n. 1-3 (November 1999).

    https://doi.org/10.1016/s0167-6105(99)00069-0

  18. Li, Q. S. / Melbourne, W. H. (1995): An experimental investigation of the effects of free-stream turbulence on streamwise surface pressures in separated and reattaching flows. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 54-55 (February 1995).

    https://doi.org/10.1016/0167-6105(94)00050-n

  19. Wu, J. R. / Liu, P. F. / Li, Q. S. (2007): Effects of amplitude-dependent damping and time constant on wind-induced responses of super tall building. In: Computers & Structures, v. 85, n. 15-16 (August 2007).

    https://doi.org/10.1016/j.compstruc.2007.01.012

  20. Li, Q. S. / Fang, J. Q. / Jeary, A. P. (1998): Evaluation of 2D coupled galloping oscillations of slender structures. In: Computers & Structures, v. 66, n. 5 (March 1998).

    https://doi.org/10.1016/s0045-7949(98)00012-1

  21. Zhi, Lun-Hai / Fang, Ming-xin / Li, Q. S. (2017): Estimation of wind loads on a tall building by an inverse method. In: Structural Control and Health Monitoring, v. 24, n. 4 (April 2017).

    https://doi.org/10.1002/stc.1908

  22. Li, Q. S. / Fang, J. Q. / Jeary, A. P. / Wong, C. K. / Liu, D. K. (2000): Evaluation of wind effects on a supertall building based on full-scale measurements. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (December 2000).

    https://doi.org/10.1002/1096-9845(200012)29:12<1845::aid-eqe995>3.0.co;2-q

  23. Yang, Ou / Li, Hui / Ou, Jinping / Li, Q. S. (2013): Failure Patterns and Ultimate Load-Carrying Capacity Evolution of a Prestressed Concrete Cable-Stayed Bridge: Case Study. In: Advances in Structural Engineering, v. 16, n. 7 (July 2013).

    https://doi.org/10.1260/1369-4332.16.7.1283

  24. Li, Q. S. / Li, Z. N. / Li, G. Q. / Meng, J. F. / Tang, J. (2005): Experimental and numerical seismic investigations of the Three Gorges dam. In: Engineering Structures, v. 27, n. 4 (March 2005).

    https://doi.org/10.1016/j.engstruct.2004.11.009

  25. Luo, Q. Z. / Wu, Y. M. / Tang, J. / Li, Q. S. (2002): Experimental studies on shear lag of box girders. In: Engineering Structures, v. 24, n. 4 (April 2002).

    https://doi.org/10.1016/s0141-0296(01)00113-4

  26. Li, Q. S. / Xiao, Y. Q. / Wong, C. K. / Jeary, A. P. (2004): Field measurements of typhoon effects on a super tall building. In: Engineering Structures, v. 26, n. 2 (January 2004).

    https://doi.org/10.1016/j.engstruct.2003.09.013

  27. Fu, Jiyang / Xie, Zhuangning / Li, Q. S. (2008): Equivalent Static Wind Loads on Long-Span Roof Structures. In: Journal of Structural Engineering (ASCE), v. 134, n. 7 (July 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:7(1115)

  28. Li, Q. S. / Yang, K. / Zhang, N. / Wong, C. K. / Jeary, A. P. (2002): Field measurements of amplitude-dependent damping in a 79-storey tall building and its efects on the structural dynamic responses. In: The Structural Design of Tall Buildings, v. 11, n. 2 ( 2002).

    https://doi.org/10.1002/tal.195

  29. Li, Q. S. / Xiao, Y. Q. / Wong, C. K. / Jeary, A. P. (2003): Field measurements of wind effects on the tallest building in Hong Kong. In: The Structural Design of Tall and Special Buildings, v. 12, n. 1 ( 2003).

    https://doi.org/10.1002/tal.213

  30. Li, Q. S. / Wong, C. K. / Fang, J. Q. / Jeary, A. P. / Chow, Y. W. (2000): Field measurements of wind and structural responses of a 70-storey tall building under typhoon conditions. In: The Structural Design of Tall Buildings, v. 9, n. 5 ( 2000).

    https://doi.org/10.1002/1099-1794(200012)9:5<325::aid-tal169>3.0.co;2-b

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