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  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Q. S. Li ORCID

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. He, J. Y. / Chan, P. W. / Li, Q. S. (2024): Statistical characterization of marine wind structure over wind-turbine-relevant heights in tropical cyclones. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 253 (octobre 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 211 (avril 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. Dans: Structural Engineering and Mechanics, v. 16, n. 5 (novembre 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. Dans: Structural Engineering and Mechanics, v. 16, n. 5 (novembre 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. Présenté pendant: 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. Dans: Wind & Structures, v. 12, n. 2 (mars 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. Dans: Wind & Structures, v. 8, n. 3 (juin 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. Dans: Journal of Engineering Mechanics (ASCE), v. 126, n. 10 (octobre 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 131 (août 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 102 (mars 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. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 97, n. 3-4 (mars 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. Dans: Journal of Constructional Steel Research, v. 62, n. 3 (mars 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. Dans: Journal of Constructional Steel Research, v. 63, n. 5 (mai 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. Dans: Journal of Constructional Steel Research, v. 64, n. 3 (mars 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. Dans: Journal of Constructional Steel Research, v. 65, n. 3 (mars 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. Dans: Journal of Constructional Steel Research, v. 65, n. 5 (mai 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. Dans: Computers & Structures, v. 83, n. 12-13 (mai 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. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 158, n. 4 (août 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. Dans: Engineering Structures, v. 26, n. 9 (juillet 2004).

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

  20. Li, Q. S. (2001): Stability of tall buildings with shear-wall structures. Dans: Engineering Structures, v. 23, n. 9 (septembre 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. Dans: Engineering Structures, v. 23, n. 11 (novembre 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. Dans: Engineering Structures, v. 25, n. 9 (juillet 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. Dans: Engineering Structures, v. 26, n. 12 (octobre 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. Dans: Journal of Bridge Engineering (ASCE), v. 7, n. 5 (septembre 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. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 156, n. 3 (août 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. Dans: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (juin 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. Dans: 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. Dans: 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. Dans: 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. Dans: The Structural Design of Tall and Special Buildings, v. 14, n. 2 ( 2005).

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

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