M. Spizzuoco
- Shaking table testing of a steel frame structure equipped with semi-active MR dampers: comparison of control algorithms. Dans: Smart Structures and Systems, v. 15, n. 4 (avril 2015). (2015):
- Effects of the long-term aging of glass-fiber reinforced bearings (FRBs) on the seismic response of a base-isolated residential building. Dans: Engineering Structures, v. 221 (octobre 2020). (2020):
- Recycled versus Natural-Rubber Fiber-Reinforced Bearings for Base Isolation: Review of the Experimental Findings. Dans: Journal of Earthquake Engineering, v. 26, n. 4 (août 2020). (2020):
- Recycled Rubber Fiber Reinforced Bearings (RR-FRBs) as base isolators for residential buildings in developing countries: The demonstration building of Pasir Badak, Indonesia. Dans: Engineering Structures, v. 192 (août 2019). (2019):
- Experimental analysis of magnetorheological dampers for structural control. Dans: Smart Materials and Structures, v. 12, n. 5 (octobre 2003). (2003):
- Understanding and modelling the physical behaviour of magnetorheological dampers for seismic structural control. Dans: Smart Materials and Structures, v. 20, n. 6 (juin 2011). (2011):
- Ageing effects due to inactivity for magnetorheological seismic dampers: a 10-year experimental investigation. Dans: Smart Materials and Structures, v. 27, n. 6 (juin 2018). (2018):
- Hysteresis models for response history analyses of recycled rubber–fiber reinforced bearings (RR-FRBs) base isolated buildings. Dans: Engineering Structures, v. 178 (janvier 2019). (2019):
- Semi active MR dampers in TMD's for vibration of footbridges - Numerical modelling and control algorithm (Part. 1). Présenté pendant: Footbridge 2002, Paris, 20-22.11.2002. (2002):