Wenxiong Li
- (2023): System reduction-based approximate reanalysis method for statically indeterminate structures with high-rank modification. In: Structures, v. 55 (September 2023).
- (2023): Dynamic reliability analysis of stochastic structures under non-stationary random excitations based on an explicit time-domain method. In: Structural Safety, v. 101 (March 2023).
- (2022): Structural reanalysis method for local modifications based on system reduction and iterative solution. In: Engineering Structures, v. 273 (December 2022).
- (2022): Random analysis of coupled vehicle–bridge systems with local nonlinearities based on explicit time-domain method. In: Nonlinear Dynamics, v. 108, n. 1 (18 January 2022).
- (2021): Vibration analysis of functionally graded beams using a higher-order shear deformable beam model with rational shear stress distribution. In: Composite Structures, v. 277 (December 2021).
- (2021): Geometrically exact beam element with predefined stress resultant fields for nonlinear analysis of FG curved beams with discontinuous stiffness. In: Composite Structures, v. 276 (November 2021).
- (2020): A material-based higher-order shear beam model for accurate analyses of FG beams with arbitrary material distribution. In: Composite Structures, v. 245 (August 2020).
- (2019): A higher-order shear deformable mixed beam element model for accurate analysis of functionally graded sandwich beams. In: Composite Structures, v. 221 (August 2019).
- (2019): A novel model order reduction scheme for fast and accurate material nonlinear analyses of large-scale engineering structures. In: Engineering Structures, v. 193 (August 2019).
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