Shape memory alloy tension/compression device for seismic retrofit of buildings

Journal of Materials Engineering and Performance

Volumn 18, Issue 5-6, 2009, Pages 746-753

  Speicher, Matthew ^a   Hodgson, Darel E ^b   Desroches, Reginald ^a   Leon, Roberto T ^a  

^a Georgia Institute of Technology   (United States)

^b Nitinol Technology   (United States)

Author keywords

Belleville washer; Damper; NiTi; Nitinol; Seismic retrofit; SMA

Indexed keywords

BELLEVILLE WASHER; DAMPER; NITI; NITINOL; SEISMIC RETROFIT; SMA;

ALLOYS; CYCLIC LOADS; DAMPING; DEFORMATION; DOMESTIC APPLIANCES; HELICAL SPRINGS; RETROFITTING; SEISMOLOGY;

WASHERS;

EID: 67651165042     PISSN: 10599495     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11665-009-9433-7     Document Type: Article

References (17)

1. G.S. Cheok, W.C. Stone, and H.S. Lew, Seismic Performance Behavior of Precast Concrete Beam-Column Joints, Proceedings of the Symposium on Structural Engineering in Natural Hazards Mitigation, April 19-21, 1993 (Irvine, CA), p 83-88
2. J.M. Ricles R. Sause M.M. Garlock C. Zhao 2001 Posttensioned Seismic-Resistant Connections for Steel Frames J. Struct. Eng. 127 2 113 121
3. C. Christopoulos and A. Filiatrault, Post-Tensioned Energy Dissipating (PTED) Steel Frames for Seismic Regions, 2003 ASCE/SEI Structures Congress and Exposition: Engineering Smarter (Seattle, WA), 2003, p 155-157
4. D.K. Nims P.J. Richter R.E. Bachman 1993 Use of the Energy Dissipating Restraint for Seismic Hazard Mitigation Earthq. Spectra 9 3 467
5. J.M. Ricles R. Sause S.W. Peng L.W. Lu 2002 Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections J. Struct. Eng. 128 7 850 859
6. C. Christopoulos and A. Filiatrault, Seismic Response of Post-Tensioned Energy Dissipating Moment Resisting Steel Frames, 12th European Conference on Earthquake Engineering (Como, Italy), 2002
7. C. Christopoulos R. Tremblay H.-J. Kim M. Lacerte 2008 Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation J. Struct. Eng. 134 1 96 107
8. J. McCormick J. Tyber R. DesRoches K. Gall H.J. Maier 2007 Structural Engineering with NiTi. II: Mechanical Behavior and Scaling J. Eng. Mech. 133 9 1019 1029 (Pubitemid 47307858)
9. J.C. Wilson M.J. Wesolowsky 2005 Shape Memory Alloys for Seismic Response Modification: A State-of-the-Art Review Earthq. Spectra 21 2 569 601
10. M. Dolce D. Cardone R. Marnetto 2000 Implementation and Testing of Passive Control Devices Based on Shape Memory Alloys Earthq. Eng. Struct. Dyn. 29 7 945 968
11. S. Zhu Y. Zhang 2008 Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping Braces J. Struct. Eng. 134 1 121 131
12. J. Ocel R. DesRoches R.T. Leon W.G. Hess R. Krumme J.R. Hayes S. Sweeney 2004 Steel Beam-Column Connections Using Shape Memory Alloys J. Struct. Eng. 130 5 732 740
13. B. Penar, "Recentering Beam-Column Connections Using Shape Memory Alloys," Masters Thesis, Georgia Institute of Technology, Atlanta, GA, 2004
14. J. Sepulveda R. Boroschek R. Herrera O. Moroni M. Sarrazin 2008 Steel Beam-Column Connection Using Copper-Based Shape Memory Alloy Dampers J. Constr. Steel Res. 64 4 429 435
15. H. Krawinkler, A. Gupta, R. Medina, and N. Luco, Loading Histories for Seimsic Performance Testing of SMRF Components and Assemblies, SAC/BD-00/10, SAC Joint Venture, 2000
16. J.M. Gong H. Tobushi K. Takata K. Okumura M. Endo 2000 Cyclic Superelastic Deformation of TiNi Shape-Memory Alloy Mater. Sci. Forum 394-395 245 248
17. E. Fromm and W. Kleiner. Handbook for Disc Springs, Schnorr Corporation, Hela Werbung, Hellbronn, 2003. http://www.schnorr.com/docs/Handbook.pdf