1、代表性期刊论文
[1] Bao, Y., Jin, C., Wang, J., Hong, Y., and Xie, W.*, Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams. Engineering Structures, 2025. 322: p. 119127.
[2] Wang, J., Jin, C., Bao, Y., Hong, Y., and Xie, W.*, Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces. Soil Dynamics and Earthquake Engineering, 2025. 188: p. 109051.
[3] Xie, W.*, Jin, C., Hong, Y., and Sun, L., Theoretical calculation and the design method of tall dual-column bents with shear beams validated by simulations and tests. Structural Control and Health Monitoring, 2025. 2025(1): p. 7736709.
[4] Xie, W.*, Wang, J., Bao, Y., and Sun, L., Theoretical studies and verification on tall RC two-column piers with BRBs: Numerical simulations and shaking table tests. Engineering Structures, 2024. 304: p. 117683.
[5] Xie, W.*, Bao, Y., Wang, J., et al., Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components. Soil Dynamics and Earthquake Engineering, 2023. 173: p. 108087.
[6] Cai, W., Xie, W.*, and He, T., KCF-Based Identification Approach for Vibration Displacement of Double-Column Bents under Various Earthquakes. Structural Control and Health Monitoring, 2023. 2023: p. 8320620.
[7] Xie, W.*, Cai, W., Bao, Y., et al., Shake table tests and numerical studies on buckling-restrained braces as a seismic resilient measure for reinforced concrete twin-column tall bents. Bulletin of Earthquake Engineering, 2023. 21(12): p. 5717-5741.
[8] 谢文, 孙利民, 楼梦麟, 多点激励下桩-土-斜拉桥全模型振动台试验研究. 土木工程学报, 2019, 52(5): p. 79-89.
[9] 谢文, 孙利民, 桩–土–斜拉桥动力相互作用体系振动反应特性试验研究. 岩土工程学报, 2019. 41(7): p. 1319-1328.
[10] 谢文, 孙利民, 采用振动台阵的超大跨斜拉桥大比例全模型试验研究. 土木工程学报, 2018. 51(8): p. 47-59+80.
