Koji Morita
- (2005): 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).
- (1986): 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.
- (2020): 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).
- (2001): Experimental study on simplified steel reinforced concrete beam-column joints in construction technology. In: Steel and Composite Structures, v. 1, n. 3 (September 2001).
- (1989): Strength and Deformability of Steel Column Footing. In: Journal of Structural Engineering (ASCE), v. 115, n. 8 (August 1989).
- (2005): 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).
- (2007): 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).
Structurae kooperiert mit
