1、期刊论文：
[1] 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.
[2] 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.
[3] 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.
[4] Xie, W., Sun, L.*, and Lou, M., Testing and Numerical Studies on Transverse Responses of Cable-stayed Bridge Full Model under Transverse Non-uniform Excitations. Journal of Earthquake Engineering, 2022. 26(6): p. 3246-3263.
[5] Ye, L., Wang, Y., and Xie, W.*, Seismic fragility and loss assessment on earthquake-resilient double-column tall piers with shear links subjected to far-field and near-fault ground motions. Structures, 2022. 45: p. 1774-1787.
[6] Xie, W. and Sun, L.*, Experimental and numerical investigations on transverse seismic responses of soil-cable-stayed-bridge system subjected to transverse near-fault ground motions. Engineering Structures, 2021. 226: p. 111361.
[7] Xie, W. and Sun, L.*, Transverse seismic response and failure mode of towers of a cable-stayed bridge full-model: Tests and simulations. Engineering Failure Analysis, 2021. 122: p. 105224.
[8] Xie, W. and Sun, L.*, Assessment and mitigation on near-fault earthquake wave effects on seismic responses and pile-soil interactions of soil-pile-bridge model. Soil Dynamics and Earthquake Engineering, 2021. 143: p. 106596.
[9] Xie, W., Sun, L.*, and He, T., Evaluation on influences of inertial mass on seismic responses and structure-soil interactions of pile-soil-piers. Bulletin of Earthquake Engineering, 2021. 19(9): p. 3523–3550.
[10] Xie, W. and Sun, L.*, Experimental and computational assessment of shear beams as earthquake resilient measure for double-column piers supported by pile-group. Engineering Structures, 2021. 242: p. 112509.
