| 代表性论著： [1] Li Shuai, Wang Wenzhe, Wang Mingdong, Zhang Fan, Guo Junjun, Wang Jingquan, M. Shahria Alam. Near-source canyon topographic effects on the life-cycle performance and resilience of a V-shaped canyon-crossing bridge[J]. Journal of Bridge Engineering ASCE, 2025. [2] Wang Mingdong, Zhang Fan, Wang Wenzhe, Hou Fenghuan, Li Shuai*, Wang Jingquan*. Parametric analysis of sedimentary V-shaped canyon for seismic response of canyon-crossing bridges [J]. Soil Dynamics and Earthquake Engineering, 2025, 191: 109227. [3] Li Haibo, Wang Wenzhe, Gao Chuansong, Li Shuai*, Wang Jingquan, Qi Jianan. Shape memory alloy-reinforced UHPC tube confined bridge piers for enhancing the seismic resistance of highway bridges[J]. Engineering Structures, 2024, 302: 117411. [4] Li Shuai, Li Haibo, Cheng Zhao, Wang Jingquan, M. Shaharia Alam, Yao Yiming. Cyclic loading test and numerical modeling on prefabricated UHPC tube–confined rectangular bridge piers with different base connections[J]. Journal of Structural Engineering ASCE, 2023, 149(10): 04023135. [5] Wang Yuxuan, Cheng Zhao, Li Shuai*, Wang Jingquan*, Zhong Rui, Zeng Min, Ming Fayan, Cui Bing. Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns[J]. Engineering Structures, 2023, 289: 116333. [6] 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[J]. Soil Dynamics and Earthquake Engineering, 2022, 155: 107205. [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[J]. Smart Materials and Structures, 2022, 31(2): 025032. [8] 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[J]. Earthquake Engineering and Structural Dynamics, 2021, 50(2): 673-691. [9] Zhang Fan, Li Shuai*, Zhao Taiyi, Wang Jingquan*. Seismic cable restrainer design method to control the large-displacement response for multi-span simply supported bridges crossing fault rupture zones[J]. Soil Dynamics and Earthquake Engineering, 2021, 149: 106881. [10] 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[J]. Bulletin of Earthquake Engineering, 2020: 1-32. [11] 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[J]. Journal of Bridge Engineering ASCE, 2018, 23(6): 04018032. [12] 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[J]. Journal of Bridge Engineering ASCE, 2017, 22(3): 04016128. [13] 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[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 295-310. [14] 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. [15] 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. |
