Liguo Jin 
- (2022): An analytical model for 2D seismic tunnel-aboveground structure interaction with considering the influence of tunnel longitudinal shear deformation. Dans: Earthquake Spectra, v. 38, n. 4 (25 juillet 2022).
- (2024): A semi-analytical solution to incident plane P waves scattering by saturated river valley with arbitrary shapes containing water. Dans: Soil Dynamics and Earthquake Engineering, v. 179 (avril 2024).
- (2023): Surface motion of P/SV wave scattering by a semicircular canyon in saturated half-space by complex function and conformal mapping. Dans: Soil Dynamics and Earthquake Engineering, v. 175 (décembre 2023).
- (2023): Influence of 3D spatial effect of underground structure on the nonlinear seismic response of subway station based on the comparison of 2D and 3D models. Dans: Tunnelling and Underground Space Technology, v. 139 (septembre 2023).
- (2023): Optimal Design Formula for Tuned Mass Damper Based on an Analytical Solution of Interaction between Soil and Structure with Rigid Foundation Subjected to Plane SH-Waves. Dans: Buildings, v. 13, n. 1 (13 janvier 2023).
- (2022): 2D dynamic tunnel-soil-aboveground building interaction Ⅰ: Analytical solution for incident plane SH-waves based on rigid tunnel and foundation model. Dans: Tunnelling and Underground Space Technology, v. 128 (octobre 2022).
- (2021): Dynamic Soil–Structure–Equipment Interaction (II): Closed-form Analytical Solution for Incident Plane SH-wave Based on Flexible Foundation Model. Dans: Journal of Earthquake Engineering, v. 26, n. 9 (mai 2021).
- (2020): 2D Dynamic Structure-canyon-structure Interaction for the Buildings along the Urban River-canyon I: Incident SH-waves in Homogenous Half-space. Dans: Journal of Earthquake Engineering, v. 26, n. 5 (septembre 2020).
- (2019): Dynamic Soil–Structure–Equipment Interaction (I): Closed-Form Analytical Solution for Incident Plane SH wave Based on Rigid Foundation Model. Dans: Journal of Earthquake Engineering, v. 25, n. 13 (août 2019).
- (2016): Soil–structure interaction for a SDOF oscillator supported by a flexible foundation embedded in a half-space: Closed-form solution for incident plane SH-waves. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016).
- (2019): Dynamic Soil–Structure Interaction with a Flexible Foundation Embedded in a Half-Space: Closed-Form Analytical Solution for Incident Plane SH waves. Dans: Journal of Earthquake Engineering, v. 25, n. 8 (avril 2019).
- (2017): The effect of foundation flexibility variation on system response of dynamic soil–structure interaction: an analytical solution. Dans: Bulletin of Earthquake Engineering, v. 16, n. 1 (juillet 2017).
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