Yoshiaki Kurobane
- Ultimate strength design formulae for simple tubular joints. Presented at: Tenth Congress of IABSE = Dixième Congrès de l'AIPC = Zehnter Kongress der IVBH, Tokyo, Japan, 6-11 September 1976. (1976):
- AWS vs International design rules for circular tubular K-connections. In: Engineering Structures, v. 19, n. 3 (March 1997). (1997):
- Prediction of brittle fracture initiating at ends of CJP groove welded joints with defects: study into applicability of failure assessment diagram approach. In: Engineering Structures, v. 25, n. 14 (December 2003). (2003):
- Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture. In: Engineering Structures, v. 22, n. 12 (December 2000). (2000):
- Connections in tubular structures. In: Progress in Structural Engineering and Materials, v. 4, n. 1 (January 2002). (2002):
- Ultimate Resistance of Unstiffened Multiplanar Tubular TT‐ and KK‐Joints. In: Journal of Structural Engineering (ASCE), v. 120, n. 10 (October 1994). (1994):
- Ultimate Resistance of Unstiffened Tubular Joints. In: Journal of Structural Engineering (ASCE), v. 110, n. 2 (February 1984). (1984):
- Assemblages de sections creuses circulaires (CHS) sous chargement statique dominant. Guide de dimensionnement n°1. CIDECT - Verlag TÜV Rheinland, Cologne (Germany). (1991):
- Assemblages de sections creuses rectangulaires (RHS) sous chargement statique prédominant. Guide de dimensionnement n°2. CIDECT - Verlag TÜV Rheinland, Cologne (Germany). (1993):