Tadayuki Noro
- Experimental study of a scaled bridge model with a unidirectional rocking isolation bearing system (Uni‐RIBS) through shaking table tests. In: Earthquake Engineering and Structural Dynamics. :
- Development of a bidirectional rocking isolation bearing system (Bi‐RIBS) to control excessive seismic response of bridge structures. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 10 (Mai 2023). (2023):
- Full-Scale Static Loading and Free-Vibration Tests of a Real Bridge with Friction Pendulum Bearing System (FPS) and Design Parameter Estimation. In: Journal of Earthquake Engineering, v. 27, n. 13 (Dezember 2022). (2022):
- Application of Carbon-fiber Cables for Cable-supported Structures. Vorgetragen bei: IABSE Symposium: Towards a Better Built Environment - Innovation, Sustainability, Information Technology, Melbourne, Australia, 11-13 September 2002. (2002):
- Material Properties of Carbon-fiber Cables for Suspension Bridges. Vorgetragen bei: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001. (2001):