代表性论著:
[1] Li Shuai,Li Haibo, Cheng Zhao, Wang Jingquan, M. Shahria Alam, Yao Yiming. Cyclic loading test and numerical modeling on prefabricated UHPC tube-confined rectangular bridge piers with different base connections. Journal of Structural Engineering ASCE, 2023 (Accepted) [2] Li Shuai, Zhang Fan, Wang Mingdong, Cheng Zhao, Zhang Yu, Zhang Ning, Wang Jingquan, Gao Yufeng. Seismic response sensitivity of a V-shaped canyon-crossing bridge considering the near-source canyon topographic effects. Soil Dynamics and Earthquake Engineering, 2022, 155: 107205. [3]Li Shuai, Wang Jingquan, M. Shaharia Alam. Seismic performance assessment of a multispan continuous isolated highway bridge with superelastic shape memory alloy reinforced piers and restraining devices. Earthquake Engineering and Structural Dynamics, 2021, 50(2): 673-691. [4]Li Shuai, Farshad Hedayati Dezfuli, Wang Jingquan, M. Shaharia Alam. Seismic vulnerability and loss assessment of an isolated simply-supported highway bridge retrofitted with optimized superelastic shape memory alloy cable restrainers. Bulletin of Earthquake Engineering, 2020: 1-32. [5] Li Shuai, Farshad Hedayati Dezfuli, Wang Jingquan, M. Shaharia Alam. Displacement-based seismic design of steel, FRP, and SMA cable restrainers for isolated simply supported bridges. Journal of Bridge Engineering ASCE, 2018, 23(6): 04018032. [6] Li Shuai, Zhang Fan, Wang Jingquan, M. Shaharia Alam, Jian Zhang. Effects of near-fault motions and artificial pulse-type ground motions on super-span cable-stayed bridge systems. Journal of Bridge Engineering ASCE, 2017, 22(3): 04016128. [7] Li Shuai, Farshad Hedayati Dezfuli, M. Shaharia Alam, Wang Jingquan. Design, manufacturing, and performance evaluation of a novel smart roller bearing equipped with shape memory alloy wires. Smart Materials and Structures, 2022, 31(2): 025032. [8] Li Shuai, Zhang Fan, Wang Jingquan, M. Shaharia Alam, Zhang Jian. Seismic responses of super-span cable-stayed bridges induced by ground motions in different sites relative to fault rupture considering soil-structure interaction. Soil Dynamics and Earthquake Engineering, 2017, 101: 295-310. [9] 李帅, 王景全, 颜晓伟, 冯宇. 近断层地震动空间分布特征对斜拉桥地震响应影响[J]. 土木工程学报, 2016, 49(6): 94-104. [10] 王景全, 李帅, 张凡. 近断层地震动分区理论与斜拉桥抗震性能分析[M]. 科学出版社, 2022.
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