Nicola Cosentino
- Rain-wind induced vibration of inclined stay cables (Part II). Mechanical modeling and parameter characterisation. In: Wind & Structures, v. 6, n. 6 (Dezember 2003). (2003):
- Rain-wind induced vibration of inclined stay cables (Part I). Experimental investigation and physical explanation. In: Wind & Structures, v. 6, n. 6 (Dezember 2003). (2003):
- (2017): Wind and Pedestrian Vibration Assessment on the New Swan River Pedestrian Bridge. Vorgetragen bei: Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin).
- Experimental dynamic behaviour of glued wooden footbridges under pedestrian loads. Vorgetragen bei: Footbridge 2005 (Second International Congress), Venezia, 06-08 December 2005. (2005):
- Optimal damping systems for flexible footbridges. Vorgetragen bei: Footbridge 2005 (Second International Congress), Venezia, 06-08 December 2005. (2005):
- (2016): Wind effects of a pedestrian arch bridge with complex shape. Vorgetragen bei: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016.
- Experiences on Footbridge Conceptual Design vs. Dynamic Performances. Vorgetragen bei: 4th International Conference Footbridge 2011, Wroclaw, Poland, 6-8 July 2011. (2011):
- (2010): Offshore floating platform for renewable wind energy. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.
- (2010): Design Assisted By Wind Tunnel Testing. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.