Shape memory alloy-spring damper for seismic control and its application to bridge with laminated rubber bearings
This study introduces a shape memory alloy (SMA)-spring damper which is composed of SMA bars and elastic springs arranged in perpendicular. The damper depicts a curved flag-shape hysteretic behavior that is endowed with self-centering capacities and large deformation capabilities but uses reduced amount of SMA material. A design procedure is proposed to apply the SMA-spring damper to the bridge with laminated rubber bearings which would slide under seismic excitations. Analytical results validate the effectiveness of SMA-spring dampers in seismic control of the bridge: (1) The damper provides trivial stiffness to the bridge at small displacement, and the isolation efficiency of the bridge is maintained; (2) large horizontal force is provided for the structures at large deformation of the bearings, which alleviates the excessive displacement of bearings and prevents span collapse; and (3) the damper helps recenter the bearings and reduce the residual displacement of the bridge.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/13694332
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Supplemental Notes:
- © The Author(s) 2021.
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Authors:
- Cao, Sasa
- Yi, Jiang
- 0000-0001-8341-5903
- Publication Date: 2021-11
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 3550-3563
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Serial:
- Advances in Structural Engineering
- Volume: 24
- Issue Number: 15
- Publisher: Sage Publications, Incorporated
- ISSN: 1369-4332
- Serial URL: http://journals.sagepub.com/home/ase
Subject/Index Terms
- TRT Terms: Alloys; Bridge bearings; Dampers; Earthquake resistant design
- Subject Areas: Bridges and other structures; Highways; Materials;
Filing Info
- Accession Number: 01778718
- Record Type: Publication
- Files: TRIS
- Created Date: Aug 5 2021 9:20AM