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Advances in Materials Science and Engineering
Volume 2013 (2013), Article ID 163021, 12 pages
http://dx.doi.org/10.1155/2013/163021
Research Article

Design and Analytical Evaluation of a New Self-Centering Connection with Bolted T-Stub Devices

1School of Civil Engineering, College of Engineering, University of Tehran, P.O. Box 11365-4563, Tehran, Iran
2Department of Civil Engineering, Johns Hopkins University, 3400 North Charles Street, Baltimore, MD 21218, USA

Received 31 May 2013; Revised 19 September 2013; Accepted 22 September 2013

Academic Editor: Jun Liu

Copyright © 2013 Mahbobeh Mirzaie Aliabadi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. J. M. Ricles, R. Sause, M. M. Garlock, and C. Zhao, “Posttensioned seismic-resistant connections for steel frames,” Journal of Structural Engineering, vol. 127, no. 2, pp. 113–121, 2001. View at Publisher · View at Google Scholar · View at Scopus
  2. J. M. Ricles, R. Sause, S. W. Peng, and L. W. Lu, “Experimental evaluation of earthquake resistant posttensioned steel connections,” Journal of Structural Engineering, vol. 128, no. 7, pp. 850–859, 2002. View at Publisher · View at Google Scholar · View at Scopus
  3. M. M. Garlock, J. M. Ricles, and R. Sause, “Experimental studies of full-scale posttensioned steel connections,” Journal of Structural Engineering, vol. 131, no. 3, pp. 438–448, 2005. View at Publisher · View at Google Scholar · View at Scopus
  4. M. M. Garlock, R. Sause, and J. M. Ricles, “Behavior and design of posttensioned steel frame systems,” Journal of Structural Engineering, vol. 133, no. 3, pp. 389–399, 2007. View at Publisher · View at Google Scholar · View at Scopus
  5. C. Christopoulos, A. Filiatrault, C. M. Uang, and B. Folz, “Posttensioned energy dissipating connections for moment-resisting steel frames,” Journal of Structural Engineering, vol. 128, no. 9, pp. 1111–1120, 2002. View at Publisher · View at Google Scholar · View at Scopus
  6. C. C. Chou, J. H. Chen, Y. C. Chen, and K. C. Tsai, “Evaluating performance of post-tensioned steel connections with strands and reduced flange plates,” Earthquake Engineering and Structural Dynamics, vol. 35, no. 9, pp. 1167–1185, 2006. View at Publisher · View at Google Scholar · View at Scopus
  7. C. C. Chou and C. C. Wu, “Performace evaluation of steel reduced flange plate moment connections,” Earthquake Engineering and Structural Dynamics, vol. 36, no. 14, pp. 2083–2097, 2007. View at Publisher · View at Google Scholar · View at Scopus
  8. H. J. Kim and C. Christopoulos, “Seismic design procedure and seismic response of post-tensioned self-centering steel frames,” Earthquake Engineering and Structural Dynamics, vol. 38, no. 3, pp. 355–376, 2009. View at Publisher · View at Google Scholar · View at Scopus
  9. C. C. Chou, Y. C. Wang, and J. H. Chen, “Seismic design and behavior of post-tensioned steel connections including effects of a composite slab,” Engineering Structures, vol. 30, no. 11, pp. 3014–3023, 2008. View at Publisher · View at Google Scholar · View at Scopus
  10. C. C. Chou, K. C. Tsai, and W. C. Yang, “Self-centering steel connections with steel bars and a discontinuous composite slab,” Earthquake Engineering and Structural Dynamics, vol. 38, no. 4, pp. 403–422, 2009. View at Publisher · View at Google Scholar · View at Scopus
  11. C. C. Chou and J. H. Chen, “Column restraint in post-tensioned self-centering moment frames,” Earthquake Engineering and Structural Dynamics, vol. 39, no. 7, pp. 751–774, 2010. View at Publisher · View at Google Scholar · View at Scopus
  12. C. C. Chou and J. H. Chen, “Seismic design and shake table tests of a steel post-tensioned self-centering moment frame with a slab accommodating frame expansion,” Earthquake Engineering and Structural Dynamics, vol. 40, no. 11, pp. 1241–1261, 2011. View at Publisher · View at Google Scholar · View at Scopus
  13. C. C. Chou and J. H. Chen, “Development of floor slab for steel post-tensioned self-centering moment frames,” Journal of Constructional Steel Research, vol. 67, no. 10, pp. 1621–1635, 2011. View at Publisher · View at Google Scholar · View at Scopus
  14. C. C. Chou and J. H. Chen, “Analytical model validation and influence of column bases for seismic responses of steel post-tensioned self-centering MRF systems,” Engineering Structures, vol. 33, no. 9, pp. 2628–2643, 2011. View at Publisher · View at Google Scholar · View at Scopus
  15. C. C. Chou and J. H. Chen, “Tests and analyses of a full-scale post-tensioned RCS frame subassembly,” Journal of Constructional Steel Research, vol. 66, no. 11, pp. 1354–1365, 2010. View at Publisher · View at Google Scholar · View at Scopus
  16. D. Wang and A. Filiatrault, “Shake table testing of a self-centering post-tensioned steel frame,” in Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October 2008.
  17. B. G. Morgen and Y. C. Kurama, “A friction damper for post-tensioned precast concrete moment frames,” PCI Journal, vol. 49, no. 4, pp. 112–133, 2004. View at Scopus
  18. P. Rojas, J. M. Ricles, and R. Sause, “Seismic performance of post-tensioned steel moment resisting frames with friction devices,” Journal of Structural Engineering, vol. 131, no. 4, pp. 529–540, 2005. View at Publisher · View at Google Scholar · View at Scopus
  19. M. Wolski, J. M. Ricles, and R. Sause, “Experimental study of a self-centering beam-column connection with bottom flange friction device,” Journal of Structural Engineering, vol. 135, no. 5, pp. 479–488, 2009. View at Publisher · View at Google Scholar · View at Scopus
  20. K. C. Tsai, C. C. Chou, C. L. Lin, P. C. Chen, and S. J. Jhang, “Seismic self-centering steel beam-to-column moment connections using bolted friction devices,” Earthquake Engineering and Structural Dynamics, vol. 37, no. 4, pp. 627–645, 2008. View at Publisher · View at Google Scholar · View at Scopus
  21. Y. C. Lin, J. M. Ricles, and R. Sause, “Earthquake simulations on a self-centering steel moment resisting frame with web friction devices,” in Proceedings of The 14th World Conference on Earthquake Engineering, Beijing, China, 2008.
  22. A. Dimopoulos, T. Karavasilis, and G. Vasdravellis, “Seismic design, modeling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins,” Bulletin of Earthquake Engineering, vol. 11, no. 5, pp. 1797–1816, 2013. View at Publisher · View at Google Scholar
  23. “Part 1.8: design of joints, stage 49 drafts,” in Eurocode 3: Design of Steel Structures, European Committee for Standardization, Brussels, Belgium, 2003.
  24. A. M. G. Coelho, L. S. Silva, and S. K. Bijlaard, Characterization of the Nonlinear Behavior of Single Bolted T-Stub Connections, Connections in Steel Structures V, Amsterdam, The Netherlands, 2004.
  25. American Institute of Steel Construction, Seismic Provisions for Structural Steel Buildings, AISC, Chicago, Ill, USA, 2005.
  26. F. McKenna, G. L. Fenves, and M. H. Scott, Open System for Earthquake Engineering Simulation, University of California, Berkeley, Calif, USA, 2000, http://opensees.berkeley.edu/.
  27. H. Krawinkler, “Shear in beam-column joints in seismic design of steel frames,” Engineering Journal, vol. 15, no. 3, pp. 82–91, 1978. View at Scopus
  28. Federal Emergency Management Agency (FEMA), Recommended Seismic Design Criteria for New Steel Moment Frame Buildings, FEMA-350, The SAC Joint Venture for FEMA, Washington, DC, USA, 2000.