Wei-Yun Chen
- (2022): 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): Cumulative deformations and particle breakage in calcareous sand subjected to drained high-cyclic loading: Experimental investigation. In: Soil Dynamics and Earthquake Engineering, v. 161 (Oktober 2022).
- (2021): 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).
- (2019): Constitutive modeling the undrained behaviors of sands with non-plastic fines under monotonic and cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 123 (August 2019).
- (2011): Analysis on multiple scattering by an arbitrary configuration of piles as barriers for vibration isolation. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (März 2011).
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