Base isolation system with shape memory alloy device for elevated highway bridges
By K. Wilde, Paolo Gardoni, Yozo Fujino. 2000
409 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a049463d10afdb925a0eee207df624bfc0e975cc
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In Civil and Structural Engineering
Citations in the corpus
- Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys (2008, methodology): “Recent research in the application of SMAs in vibration control includes amongst others the work of DesRoches and Delemont [2002] and Wilde et al , [2000] .”
- Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars (2012, background): “Experimental and numerical investigations over the last two decades have also demonstrated numerous possibilities of utilizing SMAs in civil engineering structures for protecting buildings and bridges against earthquakes [20,21].”
- Seismic Response Control Using Shape Memory Alloys: A Review (2011, methodology): “17 Wilde et al. (2000) extended the Graesser–Cozzarelli model to incorporate strain hardening behavior of SMAs after phase transformation completion. The model was further improved by Zhang and Zhu (2007) for better numerical stability and computation efficiency.”
- Shake table test and numerical study of self‐centering steel frame with SMA braces (2017, background): “A variety of seismic-resisting self-centering devices or structural members have been developed based on these favorable features of superelastic SMAs [10–26], including SMA base isolators for elevated highway bridges and frames [11, 21], SMA dampers [12], SMA restrainers for bridge retrofitting [14”
- Applications of shape memory alloys in civil structures (2006, background): “The reported SMA isolation systems include SMA bars for highway bridges [37], SMA wire re-centering devices for civil buildings [8], SMA spring isolation system [19,24] and SMA”
- Health monitoring and rehabilitation of a concrete structure using intelligent materials (2006, positive): “Wilde et al (2000) utilized SMA bar dampers to form an isolation system for elevated highway bridges.”
- Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review (2007, background): “Wilde et al. (2000) proposed an isolation system for an elevated highway bridge, which consisted of a simple SMA bar combined with a laminated rubber bearing.”
- Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review (2005, methodology): “The model was proposed by Graesser and Cozzarelli (1991) to describe the shape memory and superelastic behavior of NiTi and has been extended by Wilde et al. (2000) to include martensitic hardening at large strain.”
- Seismic retrofit of simply supported bridges using shape memory alloys (2002, methodology): “[14] performed an analytical study of a base isolation system with an SMA device.”
- Seismic Assessment of Concentrically Braced Steel Frames with Shape Memory Alloy Braces (2007, background): “In bridge systems, Wilde et al. 2000 proposed a new isolation system which combined both laminated rubber bearings and SMA bars to provide both damping and isolation between the pier and the superstructure.”
- Experimental investigations of building structure with a superelastic shape memory alloy friction damper subject to seismic loads (2016, background): “…2007, van de Lindt and Potts 2008, Kari et al 2011, Gao et al 2016, Vafaei and Eskandari 2016), SMAs laminated rubber bearings for highway bridge (Wilde et al 2000, Johnson et al 2008, Ozbulut and Hurlebaus 2011, Bhuiyan and Alam 2012), bridge restrainers (DesRoches and Delemont 2002, Andrawes…”