Shingo Hamauzu
- Local buckling behaviour of high-strength steel tubular columns subjected to one-sided cyclic loading and implications in seismic design of steel MRFs. In: Soil Dynamics and Earthquake Engineering, v. 154 (March 2022). (2022):
- Cyclic Behavior of Tubular Steel Columns with High Yield‐to‐Tensile Strength Ratio under Asymmetric Loading Protocols. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):