Table of Contents Author Guidelines Submit a Manuscript
Advances in Materials Science and Engineering
Volume 2015, Article ID 134189, 11 pages
http://dx.doi.org/10.1155/2015/134189
Research Article

Seismic Performances of Replaceable Steel Connection with Low Yield Point Metal

1Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
2Beijing Collaborative Innovation Center for Metropolitan Transportation, Beijing 100124, China

Received 21 March 2015; Accepted 29 June 2015

Academic Editor: Robert Cerný

Copyright © 2015 Haoxiang He 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. S.-J. Chen and Y. C. Chao, “Effect of composite action on seismic performance of steel moment connections with reduced beam sections,” Journal of Constructional Steel Research, vol. 57, no. 4, pp. 417–434, 2001. View at Publisher · View at Google Scholar · View at Scopus
  2. E. Popov, M. Blondet, and L. Stepanov, “Application of dog bones for improvement of seismic behavior of steel connections,” Tech. Rep. UCB/EERC 96/05, 1996. View at Google Scholar
  3. E. P. Popov, T.-S. Yang, and S.-P. Chang, “Design of steel MRF connections before and after 1994 Northridge earthquake,” Engineering Structures, vol. 20, no. 12, pp. 1030–1038, 1998. View at Publisher · View at Google Scholar · View at Scopus
  4. FEMA, “Recommended seismic design criteria for new steel moment frame buildings,” Tech. Rep. FEMA-350, Federal Emergency Management Agency, Washington, DC, USA, 2000. View at Google Scholar
  5. K. F. Chung, T. C. H. Liu, and A. C. H. Ko, “Investigation on vierendeel mechanism in steel beams with circular web openings,” Journal of Constructional Steel Research, vol. 57, no. 5, pp. 467–490, 2001. View at Publisher · View at Google Scholar · View at Scopus
  6. J.-Y. Lee, J.-Y. Kim, and G.-J. Oh, “Strength deterioration of reinforced concrete beam-column joints subjected to cyclic loading,” Engineering Structures, vol. 31, no. 9, pp. 2070–2085, 2009. View at Publisher · View at Google Scholar · View at Scopus
  7. B. Chi and C.-M. Uang, “Cyclic response and design recommendations of reduced beam section moment connections with deep columns,” Journal of Structural Engineering, vol. 128, no. 4, pp. 464–473, 2002. View at Publisher · View at Google Scholar · View at Scopus
  8. A. A. Hedayat and M. Celikag, “Post-Northridge connection with modified beam end configuration to enhance strength and ductility,” Journal of Constructional Steel Research, vol. 65, no. 7, pp. 1413–1430, 2009. View at Publisher · View at Google Scholar · View at Scopus
  9. S. L. Jones, G. T. Fry, and M. D. Engelhardt, “Experimental evaluation of cyclically loaded reduced beam section moment connections,” Journal of Structural Engineering, vol. 128, no. 4, pp. 441–451, 2002. View at Publisher · View at Google Scholar · View at Scopus
  10. M. T. Kazemi and M. H. Asl, “Modeling of inelastic mixed hinge and its application in analysis of the frames with reduced beam section,” International Journal of Steel Structures, vol. 11, no. 1, pp. 51–63, 2011. View at Publisher · View at Google Scholar · View at Scopus
  11. D. S. Sophianopoulos and A. E. Deri, “Parameters affecting response and design of steel moment frame reduced beam section connections: an overview,” International Journal of Steel Structures, vol. 11, no. 2, pp. 133–144, 2011. View at Publisher · View at Google Scholar · View at Scopus
  12. X. Lu, Y. Chen, and Y.-J. Mao, “New concept of structural seismic design: earthquake resilient structures,” Journal of TongJi University, vol. 39, no. 7, pp. 941–948, 2011. View at Google Scholar
  13. X. Lu and C. Chen, “Research progress in structural systems with replaceable members,” Journal of Earthquake Engineering and Engineering Vibration, vol. 34, no. 1, pp. 27–36, 2014. View at Publisher · View at Google Scholar · View at Scopus
  14. C.-C. Chou and C.-C. Wu, “Performace evaluation of steel reduced flange plate moment connections,” Earthquake Engineering & Structural Dynamics, vol. 36, no. 14, pp. 2083–2097, 2007. View at Publisher · View at Google Scholar · View at Scopus
  15. H. Farrokhi, F. Danesh, and S. Eshghi, “A modified moment resisting connection for ductile steel frames (Numerical and experimental investigation),” Journal of Constructional Steel Research, vol. 65, no. 10-11, pp. 2040–2049, 2009. View at Publisher · View at Google Scholar · View at Scopus
  16. C. A. Castiglioni, A. Kanyilmaz, and L. Calado, “Experimental analysis of seismic resistant composite steel frames with dissipative devices,” Journal of Constructional Steel Research, vol. 76, pp. 1–12, 2012. View at Publisher · View at Google Scholar · View at Scopus
  17. L. Calado, J. M. Proença, M. Espinha, and C. A. Castiglioni, “Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames,” Journal of Constructional Steel Research, vol. 85, pp. 151–162, 2013. View at Publisher · View at Google Scholar · View at Scopus
  18. Y. Shen, C. Christopoulos, N. Mansour, and R. Tremblay, “Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links,” Journal of Structural Engineering, vol. 137, no. 10, pp. 1107–1117, 2011. View at Publisher · View at Google Scholar · View at Scopus
  19. S.-J. Chen and C. Jhang, “Cyclic behavior of low yield point steel shear walls,” Thin-Walled Structures, vol. 44, no. 7, pp. 730–738, 2006. View at Publisher · View at Google Scholar · View at Scopus
  20. Z. Li and D. Wu, “Study of the high strength and low yield ratio cold forging steel,” Materials Science and Engineering A, vol. 452-453, no. 4, pp. 142–148, 2007. View at Publisher · View at Google Scholar · View at Scopus
  21. P. Ladeveze, A. Nouy, and O. Loiseau, “A multiscale computational approach for contact problems,” Computer Methods in Applied Mechanics and Engineering, vol. 191, no. 43, pp. 4869–4891, 2002. View at Publisher · View at Google Scholar · View at MathSciNet · View at Scopus
  22. Z. X. Li, T. Q. Zhou, T. H. T. Chan, and Y. Yu, “Multi-scale numerical analysis on dynamic response and local damage in long-span bridges,” Engineering Structures, vol. 29, no. 7, pp. 1507–1524, 2007. View at Publisher · View at Google Scholar · View at Scopus
  23. Z. X. Li, T. H. T. Chan, Y. Yu, and Z. H. Sun, “Concurrent multi-scale modeling of civil infrastructures for analyses on structural deterioration—part I: modeling methodology and strategy,” Finite Elements in Analysis and Design, vol. 45, no. 11, pp. 782–794, 2009. View at Publisher · View at Google Scholar · View at Scopus
  24. D. T. Pachoumis, E. G. Galoussis, C. N. Kalfas, and A. D. Christitsas, “Reduced beam section moment connections subjected to cyclic loading: experimental analysis and FEM simulation,” Engineering Structures, vol. 31, no. 1, pp. 216–223, 2009. View at Publisher · View at Google Scholar · View at Scopus
  25. Y.-J. Park, A. H.-S. Ang, and Y. K. Wen, “Seismic damage analysis of reinforced concrete buildings,” Journal of Structural Engineering, vol. 111, no. 4, pp. 740–757, 1985. View at Publisher · View at Google Scholar · View at Scopus