Shape Memory Alloy Tension/Compression Device for Seismic Retrofit of Buildings

Author:

Speicher Matthew,Hodgson Darel E.,DesRoches Reginald,Leon Roberto T.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference17 articles.

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. Ricles, J. M., Sause, R., Garlock, M. M., and Zhao, C. (2001) “Posttensioned seismic-resistant connections for steel frames”. Journal of Structural Engineering, 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. Nims, D. K., Richter, P. J., and Bachman, R. E. (1993) “Use of the energy dissipating restraint for seismic hazard mitigation”. Earthquake Spectra, 9(3), 467.

5. Ricles, J. M., Sause, R., Peng, S. W., and Lu, L. W. (2002) “Experimental evaluation of earthquake resistant posttensioned steel connections.” Journal of Structural Engineering, 128(7), 850-859.

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