Hisashi Namba
- Implicit finite element analysis of ductile fracture of a steel frame under cyclic deformation. In: Japan Architectural Review, v. 5, n. 2 (April 2022). (2022):
- Rotation capacity of composite beam connected to RHS column, experimental test results. In: Steel and Composite Structures, v. 22, n. 1 ( 2016). (2016):
- Super-detailed FEM simulations for full-scale steel structure with fatal rupture at joints between members-Shaking-table test of full-scale steel frame structure to estimate influence of cumulative damage by multiple strong motion: Part 1. In: Japan Architectural Review, v. 1, n. 1 (Januar 2018). (2018):
- Joint panel in steel moment connections, Part 1: Experimental tests results. In: Journal of Constructional Steel Research, v. 89 (Oktober 2013). (2013):
- Seismic behavior of composite beam connected to HSS column with large width-to-thickness ratio. In: Engineering Structures, v. 183 (März 2019). (2019):
- Mechanism of elasto-plastic behavior of composite beam connected to RHS column. In: International Journal of Steel Structures, v. 16, n. 3 ( 2016). (2016):
- Elasto-plastic behavior of composite beam connected to RHS column, experimental test results. In: International Journal of Steel Structures, v. 16, n. 3 ( 2016). (2016):