Implementation and testing of passive control devices based on shape memory alloys

By Mauro Dolce, Donatello Cardone, R. Marnetto. 2000

592 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/3ec77c5139f48434a161e6a173af569624b83bbd

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In Materials Chemistry

Citations in the corpus

Frictional Behavior of Steel-PTFE Interfaces for Seismic Isolation (2005, methodology): “Some of them have reached the stage of implementation, such as the Resilient-Friction Base Isolation System (Mostaghel, 1984), based on the elastic properties of rubber, the SMA Isolation System (Dolce et al., 2000), based on the superelastic properties of shape memory alloys, and the Friction Pendu”
Structural vibration control by shape memory alloy damper (2003, background): “Dolce et al. gave a state-of-the-art review of the development of passive control devices based on SMA up to 1999 [ 5 ].”
Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review (2005, methodology): “Dolce et al. (2000) present a study on testing and application of two full-scale isolation SMA prototype devices, shown in Figure 19, that have full re-centering and some energy dissipation capabilities, as well as high resistance to large strain cycle fatigue.”
Performance-based seismic design of self-centering steel frames with SMA-based braces (2017, background): “In addition, SMA-based damper is able to possess a very large superelastic capacity with a proper configuration [22].”
Seismic Response Control Using Shape Memory Alloys: A Review (2011, unknown): “Dolce et al. (2005) performed shake table tests on reduced-scale RC frames with and without special braces.”
Applications of shape memory alloys in civil structures (2006, background): “A similar configuration of the wire brace can also be seen in the Nitinol wire re-centering braces proposed by [ 7 ,8].”
Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads (2016, background): “A number of research have been devoted to the application of SMAs in civil engineering for structural vibration control, such as SMAs damper (e.g. Dolce et al 2000, 2005, Salichs et al 2001, Zhang and Zhu 2007, 2008, Parulekar et al 2012, Qian et al 2013, Asgarian et al 2016), energy dissipation…”
Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review (2007, background): “, rubber-based dampers, viscoelastic dampers), and geometry restoration for most dampers after a strong earthquake (Dolce et al. 2000).”