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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. He, J. Y. / Chan, P. W. / Li, Q. S. (2024): Statistical characterization of marine wind structure over wind-turbine-relevant heights in tropical cyclones. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 253 (October 2024).

    https://doi.org/10.1016/j.jweia.2024.105874

  2. Mao, H. J. / Shu, Z. R. / Luo, Y. P. / Li, Q. S. / Chan, P. W. / He, Y. C. (2021): Revisiting Typhoon York (9915) at landfall. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 211 (April 2021).

    https://doi.org/10.1016/j.jweia.2021.104583

  3. Xu, J. Y. / Li, Q. S. (2003): Stability of multi-step flexural-shear plates with varying cross-section. In: Structural Engineering and Mechanics, v. 16, n. 5 (November 2003).

    https://doi.org/10.1296/sem2003.16.05.05

  4. Xu, J. Y. / Li, Q. S. (2003): Stability of multi-step flexural-shear plates with varying cross-section. In: Structural Engineering and Mechanics, v. 16, n. 5 (November 2003).

    https://doi.org/10.12989/sem.2003.16.5.597

  5. Lian, M. Y. / Li, Q. S. / Jiang, P.: Research of Anti-fog and haze Road with the Function of Release Anions. Presented at: 5th International Conference on Civil Engineering and Urban Planning (CEUP2016), Xi'an, China, 23 – 26 August 2016.

    https://doi.org/10.1142/9789813225237_0095

  6. Cheng, Jin / Li, Q. S. (2009): Reliability based analysis of torsional divergence of long span suspension bridges. In: Wind & Structures, v. 12, n. 2 (March 2009).

    https://doi.org/10.12989/was.2009.12.2.121

  7. Liang, Shuguo / Li, Q. S. / Zou, Lianghao / Wu, J. R. (2005): Simplified formulas for evaluation of across-wind dynamic responses of rectangular tall buildings. In: Wind & Structures, v. 8, n. 3 (June 2005).

    https://doi.org/10.12989/was.2005.8.3.197

  8. Luo, Q. Z. / Li, Q. S. (2000): Shear Lag of Thin-Walled Curved Box Girder Bridges. In: Journal of Engineering Mechanics (ASCE), v. 126, n. 10 (October 2000).

    https://doi.org/10.1061/(asce)0733-9399(2000)126:10(1111)

  9. He, Y. C. / Chan, P. W. / Li, Q. S. (2014): Standardization of raw wind speed data under complex terrain conditions: A data-driven scheme. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 131 (August 2014).

    https://doi.org/10.1016/j.jweia.2014.05.002

  10. Li, Chao / Li, Q. S. / Xiao, Y. Q. / Ou, J. P. (2012): A revised empirical model and CFD simulations for 3D axisymmetric steady-state flows of downbursts and impinging jets. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 102 (March 2012).

    https://doi.org/10.1016/j.jweia.2011.12.004

  11. Cheng, Jin / Li, Q. S. (2009): Reliability analysis of long span steel arch bridges against wind-induced stability failure. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 97, n. 3-4 (March 2009).

    https://doi.org/10.1016/j.jweia.2009.02.001

  12. Wu, J. R. / Li, Q. S. (2006): Structural parameter identification and damage detection for a steel structure using a two-stage finite element model updating method. In: Journal of Constructional Steel Research, v. 62, n. 3 (March 2006).

    https://doi.org/10.1016/j.jcsr.2005.07.003

  13. Ou, J. P. / Long, X. / Li, Q. S. (2007): Seismic response analysis of structures with velocity-dependent dampers. In: Journal of Constructional Steel Research, v. 63, n. 5 (May 2007).

    https://doi.org/10.1016/j.jcsr.2006.06.034

  14. Li, Q. S. (2008): Stability of non-uniform columns under the combined action of concentrated follower forces and variably distributed loads. In: Journal of Constructional Steel Research, v. 64, n. 3 (March 2008).

    https://doi.org/10.1016/j.jcsr.2007.07.006

  15. Cheng, Jin / Li, Q. S. (2009): Reliability analysis of a long span steel arch bridge against wind-induced stability failure during construction. In: Journal of Constructional Steel Research, v. 65, n. 3 (March 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.019

  16. Fan, Hong / Li, Q. S. / Tuan, Alex Y. / Xu, Lihua (2009): Seismic analysis of the world's tallest building. In: Journal of Constructional Steel Research, v. 65, n. 5 (May 2009).

    https://doi.org/10.1016/j.jcsr.2008.10.005

  17. Wang, R. H. / Li, Q. S. / Wu, J. R. / Tang, J. (2005): A spatial elastic displacement model for curved box girders with corner stiffeners. In: Computers & Structures, v. 83, n. 12-13 (May 2005).

    https://doi.org/10.1016/j.compstruc.2004.10.003

  18. Li, Q. S. / Xiao, Y. Q. / Wong, C. K. / Hau, S. K. / Jeary, A. P. (2005): Serviceability of a 79-storey tall building under typhoon conditions. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 158, n. 4 (August 2005).

    https://doi.org/10.1680/stbu.2005.158.4.219

  19. Lin, J. H. / Zhang, Y. H. / Li, Q. S. / Williams, F. W. (2004): Seismic spatial effects for long-span bridges, using the pseudo excitation method. In: Engineering Structures, v. 26, n. 9 (July 2004).

    https://doi.org/10.1016/j.engstruct.2004.03.019

  20. Li, Q. S. (2001): Stability of tall buildings with shear-wall structures. In: Engineering Structures, v. 23, n. 9 (September 2001).

    https://doi.org/10.1016/s0141-0296(00)00122-x

  21. Yang, L. F. / Leung, A. Y. T. / Li, Q. S. (2001): The stochastic finite segment in the analysis of the shear-lag effect on box-girders. In: Engineering Structures, v. 23, n. 11 (November 2001).

    https://doi.org/10.1016/s0141-0296(01)00045-1

  22. Luo, Q. Z. / Tang, J. / Li, Q. S. (2003): Shear lag analysis of beam-columns. In: Engineering Structures, v. 25, n. 9 (July 2003).

    https://doi.org/10.1016/s0141-0296(03)00061-0

  23. Li, Q. S. / Zhang, Y. H. / Wu, J. R. / Lin, J. H. (2004): Seismic random vibration analysis of tall buildings. In: Engineering Structures, v. 26, n. 12 (October 2004).

    https://doi.org/10.1016/j.engstruct.2004.06.013

  24. Luo, Q. Z. / Li, Q. S. / Tang, J. (2002): Shear Lag in Box Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 7, n. 5 (September 2002).

    https://doi.org/10.1061/(asce)1084-0702(2002)7:5(308)

  25. Wang, R. H. / Luo, Q. Z. / Tang, J. / Li, Q. S. (2003): A spatial displacement model for skewed multi-rib T-beams. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 3 (August 2003).

    https://doi.org/10.1680/stbu.2003.156.3.227

  26. 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. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (June 2008).

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

  27. Li, S. J. / Li, G. Q. / Tang, J. / Li, Q. S. (2002): Shallow cylindrical tuned liquid damper for vibration control of high-rise structures. In: The Structural Design of Tall Buildings, v. 11, n. 4 ( 2002).

    https://doi.org/10.1002/tal.202

  28. Li, Q. S. (2003): Reduced order control for wind-induced vibrations of tall buildings. In: The Structural Design of Tall and Special Buildings, v. 12, n. 2 ( 2003).

    https://doi.org/10.1002/tal.220

  29. Wu, J. R. / Li, Q. S. (2003): Structural performance of multi-outrigger-braced tall buildings. In: The Structural Design of Tall and Special Buildings, v. 12, n. 2 ( 2003).

    https://doi.org/10.1002/tal.219

  30. Xu, J. Y. / Tang, J. / Li, Q. S. (2005): Semi-active control devices in structural control implementation. In: The Structural Design of Tall and Special Buildings, v. 14, n. 2 ( 2005).

    https://doi.org/10.1002/tal.270

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