Shunyuan Chi
- Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method. In: Structures, v. 48 (Februar 2023). (2023):
- Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method. In: Journal of Advanced Concrete Technology, v. 19, n. 12 (16 Dezember 2021). (2021):