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Dejian 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. An, Lipeng / Li, Dejian / Yuan, Peng / Chen, Peng (2023): An Analytical Algorithm for Determining Optimal Thin-Walled Hollow Pier Configuration with Sunlight Temperature Differences. Dans: Buildings, v. 13, n. 5 (27 avril 2023).

    https://doi.org/10.3390/buildings13051208

  2. Tang, Wuji / Li, Dejian / Lian, Yuwei / Zhang, Junyi: Identification of vertical restraint stiffness of foundation for continuous-beam bridges. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering.

    https://doi.org/10.1680/jbren.22.00047

  3. Zhao, Lianheng / Li, Dejian / Li, Liang / Yang, Feng / Cheng, Xiao / Luo, Wei (2017): Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face. Dans: Computers and Geotechnics, v. 87 (juillet 2017).

    https://doi.org/10.1016/j.compgeo.2017.01.015

  4. Li, Dejian / Zhao, Lianheng / Cheng, Xiao / Zuo, Shi / Jiao, KangFu (2020): Upper-bound limit analysis of passive failure of a 3D shallow tunnel face under the bidirectional inclined ground surfaces. Dans: Computers and Geotechnics, v. 118 (février 2020).

    https://doi.org/10.1016/j.compgeo.2019.103310

  5. Li, Dejian / Jia, Wentao / Zhao, Lianheng / Cheng, Xiao / Zhang, Yingbin / Fu, Haiying / Ye, Bin / Zheng, Lu (2022): Upper-Bound Limit Analysis of Rock Slope Stability with Tensile Strength Cutoff Based on the Optimization Strategy of Dividing the Tension Zone and Shear Zone. Dans: International Journal of Geomechanics, v. 22, n. 5 (mai 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002366

  6. Li, Dejian / Shibuya, Satoru / Mitachi, Toshiyuki (2003): Mechanical Characteristics And Aging Effects Of Osaka Bay Clay. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 736 (juin 2003).

    https://doi.org/10.2208/jscej.2003.736_273

  7. Li, Dejian / Zhao, Lianheng / Cheng, Xiao / Huang, Fu / Zuo, Shi (2020): Active Stability Analysis of 3D Shallow Tunnel Face with Longitudinally Inclined Ground Surface Based on Nonlinear Mohr–Coulomb Failure Criterion. Dans: International Journal of Geomechanics, v. 20, n. 11 (novembre 2020).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001844

  8. Yuan, Peng / Li, Dejian / Cai, C. S. / Xu, Guoji (2021): A novel decoupling dynamic method with third-order accuracy and controllable dissipation. Dans: Computers & Structures, v. 249 (juin 2021).

    https://doi.org/10.1016/j.compstruc.2021.106512

  9. Yuan, Peng / Li, Dejian / Cai, C. S. / Xu, Guoji (2019): Time Integration Method with High Accuracy and Efficiency for Structural Dynamic Analysis. Dans: Journal of Engineering Mechanics (ASCE), v. 145, n. 3 (mars 2019).

    https://doi.org/10.1061/(asce)em.1943-7889.0001574

  10. Zhao, Lianheng / Li, Dejian / Yang, Feng / Li, Liang / Cheng, Xiao (2019): Dimensionless Parameter Diagrams for the Active and Passive Stability of a Shallow 3D Tunnel Face. Dans: KSCE Journal of Civil Engineering, v. 23, n. 2 (janvier 2019).

    https://doi.org/10.1007/s12205-018-5835-0

  11. Liu, Zhengxing / Li, Dejian (1991): Numerical analysis of geometric imperfection influence on the safety of cylindrical shell. Dans: Computers & Structures, v. 41, n. 3 (janvier 1991).

    https://doi.org/10.1016/0045-7949(91)90148-f

  12. Yuan, Peng / Li, Dejian / Cai, C. S. / Xu, Guoji (2018): An efficient decoupling dynamic algorithm for coupled multi-spring-systems. Dans: Computers & Structures, v. 209 (15 octobre 2018).

    https://doi.org/10.1016/j.compstruc.2018.08.012

  13. Wang, Shuren / Li, Dejian / Li, Chunliu / Zhang, Chengguo / Zhang, Yanbo (2018): Thermal radiation characteristics of stress evolution of a circular tunnel excavation under different confining pressures. Dans: Tunnelling and Underground Space Technology, v. 78 (août 2018).

    https://doi.org/10.1016/j.tust.2018.04.021

  14. Yuan, Peng / Cai, C. S. / Li, Dejian / Xu, Guoji / Li, Chuanxi (2019): A novel method for determining the spatial responses of a cable-stayed bridge with four cable-planes. Dans: Engineering Structures, v. 180 (février 2019).

    https://doi.org/10.1016/j.engstruct.2018.11.041

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