Yangyang Bao
- Theoretical derivation and seismic design method on self-centering piers with ED members validated using numerical simulations and quasi-static tests. In: International Journal of Structural Stability and Dynamics. :
- Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces. In: Soil Dynamics and Earthquake Engineering, v. 188 (Januar 2025). (2025):
- Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams. In: Engineering Structures, v. 322 (Januar 2025). (2025):
- Theoretical studies and verification on tall RC two-column piers with BRBs: Numerical simulations and shaking table tests. In: Engineering Structures, v. 304 (April 2024). (2024):
- Shake table tests and numerical studies on buckling-restrained braces as a seismic resilient measure for reinforced concrete twin-column tall bents. In: Bulletin of Earthquake Engineering, v. 21, n. 12 (August 2023). (2023):
- Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023). (2023):