Weihang Ouyang
- Line finite element method for geometrically nonlinear analysis of functionally graded members accounting for twisting effects. In: Composite Structures, v. 343 (September 2024). (2024):
- Neural networks-based line element method for large deflection frame analysis. In: Computers & Structures, v. 300 (August 2024). (2024):
- Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction. In: Engineering Structures, v. 310 (July 2024). (2024):
- Static analysis of two-side supported 2-ply laminated glass panes through physics-informed neural networks. In: Engineering Structures, v. 309 (June 2024). (2024):
- Refined three-dimensional pile element formulation for second-order analysis of pile-supported structures accounting for complex loading conditions. In: Engineering Structures, v. 301 (February 2024). (2024):
- Efficient numerical implementation for nonlinear analysis of pile-supported structures during soil liquefaction through adaptive pile element formulations. In: Soil Dynamics and Earthquake Engineering, v. 174 (November 2023). (2023):
- Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope. In: International Journal of Geomechanics, v. 21, n. 9 (September 2021). (2021):
- Line-finite-element implementation for driven steel H-piles in layered sands considering post-driving residual stresses. In: Advances in Structural Engineering, v. 24, n. 7 (December 2020). (2020):