Koji Morita
- 大規模鉛直掘削工事における岩盤の変形挙動に関する設計と評価 (Design And Estimation For Deformation Behavior Of Rock Foundation In A Large-scale Vertical Excavation). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 798 ( 2005). (2005):
- Acceptable size of weld defect in steel buildings. Vorgetragen bei: IABSE Symposium: Safety and Quality Assurance of Civil Engineering Structures = Sécurité et assurance de la qualité des structures de génie civil = Sicherheit und Qualitätssicherung von Ingenieurbauwerken, Tokio, Japan, 1986. (1986):
- Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement. In: Japan Architectural Review, v. 4, n. 1 (August 2020). (2020):
- Experimental study on simplified steel reinforced concrete beam-column joints in construction technology. In: Steel and Composite Structures, v. 1, n. 3 (September 2001). (2001):
- Strength and Deformability of Steel Column Footing. In: Journal of Structural Engineering (ASCE), v. 115, n. 8 (August 1989). (1989):
- Elastoplastic Behavior of Panel Zone in Steel Beam-to-Concrete Filled Steel Tube Column Moment Connections. In: Journal of Structural Engineering (ASCE), v. 131, n. 12 (Dezember 2005). (2005):
- Design of Wide-Flange Section Column-to-Split-Tee Tensile Connection with High-Strength Bolts. In: Journal of Structural Engineering (ASCE), v. 133, n. 3 (März 2007). (2007):