Application of Shape Memory Alloys in Seismic Isolation: A Review

Document Type: Research Papers

Authors

1 M.Sc., Student, School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box: 11155-4563, Tehran, Iran.

2 Associate Professor, School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box: 11155-4563, Tehran, Iran.

Abstract

In the last two decades, there has been an increasing interest in structural engineering control methods. Shape memory alloys and seismic isolation systems are examples of passive control systems that use of any one alone, effectively improve the seismic performance of the structure. Characteristics such as large strain range without any residual deformation, high damping capacity, excellent re-centering, high resistance to fatigue and corrosion and durability have made shape memory alloy an effective damping device or part of base isolators. A unique characteristic of shape memory alloys is in recovering residual deformations even after strong ground excitations. Seismic isolation is a device to lessen earthquake damage prospects. In the latest research studies, shape memory alloy is utilized in combination with seismic isolation system and their results indicate the effectiveness of the application of them to control the response of the structures. This paper reviews the findings of research studies on base isolation system implemented in the building and/or bridge structures by including the unique behavior of shape memory alloys. This study includes the primary information about the characteristic of the isolation system as well as the shape memory material. The efficiency and feasibility of the two mechanisms are also presented by few cases in point.

Keywords


Alam, M.S., Bhuiyan, A.R. and Billah, A.H.M. (2012), “Seismic assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones”, Bulletin of Earthquake Engineering, 10(6), 1885–1909.

Attanasi, G., Auricchio, F. and Fenves, G. (2009), “Feasibility assessment of innovative isolation bearing system with shape memory alloys”, Journal of Earthquake Engineering, 13(1), 18–39.

Bhuiyan, A.R. and Alam, M.S. (2013), “Seismic performance assessment of highway bridges equipped with super-elastic shape memory alloy-based laminated rubber isolation bearing”, Journal of Engineering Structures, 49, 396–407.

Brocca, M., Brinson, L.C. and Bazant, Z.P. (2002). “Three-dimensional constitutive model for shape memory alloys based on microplane model”, Journal of the Mechanics and Physics of Solids, 50(5), 1051–1077.

Casciati, F., Faravelli, L. and Hamdaoui, K. (2007). “Performance of a base isolator with shape memory alloy bars”, Journal of Earthquake Engineering and Engineering Vibration, 6(4), 401–408.

Choi, E., Nam, T.H., Oh, J.T. and Cho, B.S. (2006). “An isolation bearing for highway bridges using shape memory alloys”, Journal of Materials science and Engineering, 438-440(25), 1081–1084.

Corbi, O. (2003). “Shape memory alloys and their application in structural oscillations attenuation”, Simulation Modeling Practice and Theory, 11(5-6), 387–402.

Datta, T.K. (2002). Seismic analysis of structures, John Wiley and Sons (Asia) Pte Ltd, Singapore.

DesRoches, R. and Delemont, M. (2002). “Seismic retrofit of simply supported bridges using shape memory alloys”, Engineering Structures, 24(3), 325–332.

DesRoches, R., McCormick, J. and Delemont, M. (2004). “Cyclical properties of super-elastic shape memory alloys”, ASCE Journal of Structural Engineering, 130(1), 38–46.

Dezfuli, F.H. and Alam, M.S. (2013). “Shape memory alloy wire-based smart natural rubber bearing”, Journal of Smart Materials and Structures, 22(4), 1–17.

Dolce, M. and Cardone, D. (2003). “Seismic protection of light secondary systems through different base isolation systems”, Journal of Earthquake Engineering, 7(2), 223–250.

Dolce, M., Cardone, D. and Marnetto, R. (2000). “Implementation and testing of passive control devices based on shape memory alloys”, Journal of Earthquake Engineering and Structural Dynamics, 29(7), 945-968.

Dolce, M., Masi, A. and Telesca, F.R. (2001). “The design of R/C framed buildings with non-linear isolation systems”, Proceedings of 7th International Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibration of Structures, Assisi, Italy.

Faravelli, L. and Spencer, B.F.J. (2003). Proceedings of the US Europe (ESF-NSF) Workshop on Sensors and Smart Structures Technology, Como and Somma Lombardo, Italy, 2002, Wiley, NY.

Housner, G.W., Bergam, L.A., Cauchy, T.K., Spencer, B.F. and Yau, J.P.T. (1997). “Structural control: Past, Present and Future control”, Journal of Engineering Mechanics, 123(9), 897–971.

Jalali, A., Cardone, D. and Narjabadifam, P. (2011). “Smart restorable sliding base isolation system”, Bulletin of Earthquake Engineering, 9(2), 657-653.

Kelly, T.E. (2001). “Base isolation of structures: design guidelines”, Holmes Consulting Group Ltd, Wellington, New Zealand, Retrieved August 08, 2013 from http://www.holmesgroup.com/assets/Uploads/online-library/design-guidelines/base-isolation-of-structures.pdf

 Khan, M.M. and Lagoudas, D.C. (2002). “Modeling of shape memory alloy pseudoelastic spring elements using preisach model for passive vibration isolation”, Proceedings of Smart Structures and Materials 2002: Modeling, Signal Processing, and Control, San Diego, CA.

Kunde, M.C. and Jangid, R.S. (2003). “Seismic behavior of isolated bridges: A-state-of-the-art review”, Electronic Journal of Structural Engineering, 3, 140–170.

Marazzi, F. (2003). Semi-active control of civil structures: Implementation aspects. PhD thesis, Department of Structural Mechanics, University of Pavia, Pavia, Italy.  

Mayes, R.L. (2000) “Design of structures with seismic isolation”, In Naeim, F. (Ed.), The Seismic Design Handbook, Springer.

Mostaghel, N. and Khodaverdian, M. (1987). “Dynamics of resilient-friction base isolator (R-FBI)”, Earthquake Engineering and Structural Dynamics, 15, 379–390.

Motahari, S.A., Ghassemieh, M. and Abolmaali, S.A. (2007). “Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitations”, Journal of Constructional Steel Research, 63(12), 1570–1579.

Naeim, F. and Kelly, J. (1999). Design of isolated structures: from theory to practice, John Wiley and Sons Inc.

Ozbulut, O.E. and Hurlebaus, S. (2010a). “Evaluation of the performance of a sliding-type base isolation system with a NiTi shape memory alloy device considering temperature effects”, Engineering Structures, 32(1), 238-249.

Ozbulut, O.E. and Hurlebaus, S. (2010b). “Performance evaluation of shape memory alloy/rubber-based isolation systems for seismic response mitigation of bridges”, Proceedings of Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems Conference, San Diego, CA.

Ozbulut, O.E. and Hurlebaus, S. (2011). “Seismic assessment of bridge structures isolated by a shape memory alloy/rubber-based isolation system”, Journal of Smart Materials and Structures, 20, 1-12.

Pastia, C., Luca, S.G., Chira, F. and Roşca, V.O. (2005). “Structural control systems implemented in civil engineering”, Bulletin of the Polytechnic Institute of Jassy, Construction. Architecture Section, 76-80(1-2), 41–50.

Riegler, J.  (2009). “Vibration suppression of a two-story structure using smart memory alloy springs via base isolation technology”, Retrieved May 08, 2013 from http://rsmsl-1.me.uh.edu/reu_civil/REU08/Jason Riegler/REU Report Vibration Suppression of a Twostory Structure using Smart Memory Alloy Springs via Base Isolation Technology.pdf.

Shook, D.A., Roschke, P.N. and Ozbulut, O.E. (2008). “Superelastic semi-active damping of a base-isolated structure”, Structural Control and Health Monitoring, 15(5), 746-768.

Song, G., Ma, N. and Li, H.N. (2006). “Applications of shape memory alloys in civil structures”, Engineering structures, 28(9), 1266–1274.

Spencer, B.F.J. and Nagarajaiah, S. (2003). “State of the art of structural control”, Journal of Structural Engineering, 129(7), 845-856.

Tanaka, Y., Himuro, Y., Kainuma, R., Sutou, Y., Omori, T. and Ishida, K. (2010). “Ferrous polycrystalline shape-memory alloy showing huge superelasticity”, Science, 327(5972), 1488–1490.

Wilde, K., Gardoni, P. and Fujino, Y. (2000). “Base isolation system with shape memory alloy device for elevated highway bridges”, Journal of Engineering Structures, 22(3), 222–229.

Xue, S. D., Zhuang, P. and Li, B.S. (2005). “Seismic isolation of lattice shells using a new type of SMA-rubber bearings”, Proceedings of IASS Symposium, Bucharest, Romania.

Xue, S.D. and Li, X. (2007). “Control devices incorporated with shape memory alloy”, Earthquake Engineering and Engineering Vibration, 6(2), 156-169.

Yamashita, Y., Masuda, A. and Sone, A. (2004). “Base isolation system using shape memory alloy wires”, Proceedings of Smart Structures and Materials 2004: Damping and Isolation, San Diego, CA.

Yang, Y., Chang, Kuo. and Yau, J. (2003). “Base isolation”, In Scawthorn, C. and Chen, W.F. (Eds), Earthquake Engineering Handbook, CRC Press, Washington DC.

Zayas, V.A., Low, S.S. and Mahin, S.A. (1990). “A simple pendulum technique for achieving seismic isolation”, Earthquake Spectra, 6(2), 317–334.