Guo-Xing Chen
- Equivalent linear method with complex frequency for response analyses of the ground subject to fling-step displacements. In: Soil Dynamics and Earthquake Engineering, v. 166 (März 2023). (2023):
- Response of soil–pile–superstructure–quay wall system to lateral displacement under horizontal and vertical earthquake excitations. In: Bulletin of Earthquake Engineering, v. 21, n. 2 (Dezember 2022). (2022):
- Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions. In: Soil Dynamics and Earthquake Engineering, v. 144 (Mai 2021). (2021):
- Undrained cyclic response of a dense saturated sand with various grain sizes and contents of nonplastic fines: Experimental analysis and constitutive modeling. In: Soil Dynamics and Earthquake Engineering, v. 145 (Juni 2021). (2021):
- Nonlinear Analysis of Single Laterally Loaded Piles in Clays Using Modified Strain Wedge Model. In: International Journal of Civil Engineering, v. 15, n. 6 (März 2017). (2017):
- Nonlinear analysis of single reinforced concrete piles subjected to lateral loading. In: KSCE Journal of Civil Engineering, v. 21, n. 7 (Mai 2017). (2017):