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A simple hybrid damping device with energy-dissipating and re-centering characteristics for special structures: HYBRID DAMPING DEVICE WITH PARALLEL USAGE OF SMA AND STRUCTURAL STEEL
Abstract
The usage of special materials with unique properties in seismic resistant structures has increased since the 1994 Northridge earthquake to overcome limited energy dissipation and ductility. Among them, shape memory alloy (SMA) is a unique metallic alloy that has the ability to undergo large deformations and revert back to its original un-deformed shape. Thus, a simple and practical hybrid damping device equipped with SMA that provides both energy-dissipating and re-centering (strain-recovering) capabilities is developed and evaluated in the present paper. Quasi-static loading tests on Nitinol bars are conducted to obtain their mechanical properties in tension and compression. The optimum proportion of SMA and steel in the device is achieved through analyzing various models. Placing the proposed device in semi-rigid bracing members of special structures will localize the energy-dissipating and ductility while providing the brace with strain-recovering capability. Copyright © 2012 John Wiley & Sons, Ltd.
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“Jalaeefar and Asgarian [106] also presented a hybrid shape memory alloy-based damper which combines strain recovering and energy dissipation. The system was recommended for semi-rigid braced frames.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [106]
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No references could be resolved yet.
Research works printed but not linked: 14
- Andrawes, 2007, Effect of hysteretic properties of super-elastic shape memory alloys on the seismic performance of structures, Structural Damping and Health Monitoring, 14, 301, 10.1002/stc.159 · DOI
- ASTM E9M Standard Test Method for Compression Testing of Metallic Materials at Room Temperature 10.1520/E0009-09 · DOI
- ASTM E8/E8M-09 Standard Test Methods for Tension Testing of Metallic Materials 10.1520/E0008_E0008M-09 · DOI
- ASTM F2516-07 Standard Test Method for Tension Testing of Nickel-Titanium Super-elastic Materials 10.1520/F2516-07E02 · DOI
- Auricchio, 2006, Earthquake performance of steel frames with nitinol braces, Journal of Earthquake Engineering, 10, 45, 10.1080/13632460609350628 · DOI
- Chuang, 2010, Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices, Engineering Structures, 32, 498, 10.1016/j.engstruct.2009.10.011 · DOI
- DesRoches, 2010, Seismic performance assessment of steel frames with shape memory alloy connections, Part I-Analysis and seismic demands, Journal of Earthquake Engineering, 14, 471, 10.1080/13632460903301088 · DOI
- Dolce, 2000, Implementation and testing of passive damping devices based on shape memory alloys, Earthquake Engineering and Structural Dynamics, 29, 945, 10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-# · DOI
- Lagoudas, 2008, Shape Memory Alloys-Modeling and Engineering Applications
- Mazzoni, 2006, OpenSees Command Language Manual
- McCormick, 2007, Seismic assessment of concentrically braced steel frames with shape memory alloy braces, Journal of Structural Engineering, 10.1061/(ASCE)0733-9445(2007)133:6(862) · DOI
- Ozbulut, 2011a, Optimal design of superelastic-friction base isolators for seismic protection of highway bridges against near-field earthquakes, Earthquake Engineering and Structural Dynamics, 40, 273, 10.1002/eqe.1022 · DOI
- Ozbulut, 2011b, Seismic assessment of bridge structures isolated by a shape memory alloy/rubber-based isolation system, Smart Materials and Structures, 20, 015003, 10.1088/0964-1726/20/1/015003 · DOI
- Yang, 2010, Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices, Engineering Structures, 32, 498, 10.1016/j.engstruct.2009.10.011 · DOI
Cited by
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Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“Jalaeefar and Asgarian [106] also presented a hybrid shape memory alloy-based damper which combines strain recovering and energy dissipation.”
Background
Metadata
- Authors
- Jalaeefar, A., & Asgarian, B.
- Affiliations
- K. N. Toosi University of Technology (IR)
- Corresponding author
- Jalaeefar, A.
- Venue
- The Structural Design of Tall and Special Buildings
- Publisher
- Wiley
- Published
- 2013-02-15
- Volume
- 23
- Issue
- 7
- Pages
- 483-499
- ISSN
- 1541-7794 (ISSN-L)
- OpenAlex
- W1539459682
- Cited by
- 25
- References
- 0
- Citations by year
- 2026: 1 · 2025: 1 · 2024: 2 · 2022: 2 · 2021: 4 · 2020: 2 · 2019: 2 · 2018: 1 · 2017: 3 · 2015: 5 · 2014: 2
- FWCI
- 5.07
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- The Structural Design of Tall and Special Buildings (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Materials Science › Materials Chemistry › Shape Memory Alloy Transformations
- Keywords
- shape memory alloys, NiTi, energy dissipation, recentering, strain recovery, seismic resistance, special structures, ductility
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- CoChat. (2026). Citation check: A simple hybrid damping device with energy-dissipating and re-centering characteristics for special structures: HYBRID DAMPING DEVICE WITH PARALLEL USAGE OF SMA AND STRUCTURAL STEEL. https://app.cochat.ai/papers/10.1002/tal.1050
- The paper
- Jalaeefar, A., & Asgarian, B. (2014). A simple hybrid damping device with energy-dissipating and re-centering characteristics for special structures: HYBRID DAMPING DEVICE WITH PARALLEL USAGE OF SMA AND STRUCTURAL STEEL. The Structural Design of Tall and Special Buildings. https://doi.org/10.1002/tal.1050
