Table of Contents Author Guidelines Submit a Manuscript
Shock and Vibration
Volume 2018 (2018), Article ID 1623103, 18 pages
https://doi.org/10.1155/2018/1623103
Research Article

Mechanical Performance and Design Method of Improved Lead Shear Damper with Long Stroke

Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

Correspondence should be addressed to Haoxiang He

Received 2 July 2017; Revised 12 November 2017; Accepted 2 January 2018; Published 29 January 2018

Academic Editor: Felice Ponzo

Copyright © 2018 Baoshun Wang 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. T. Ariga, Y. Kanno, and I. Takewaki, “Resonant behaviour of base-isolated high-rise buildings under long-period ground motions,” The Structural Design of Tall and Special Buildings, vol. 15, no. 3, pp. 325–338, 2006. View at Publisher · View at Google Scholar · View at Scopus
  2. D. Kim and J. Kim, “Experimental Study on the Structural Performance of Hybrid Friction Damper,” Journal of the Korean Association for Spatial Structures, vol. 15, no. 3, pp. 103–110, 2015. View at Publisher · View at Google Scholar
  3. I. H. Mualla and B. Belev, “Performance of steel frames with a new friction damper device under earthquake excitation,” Engineering Structures, vol. 24, no. 3, pp. 365–371, 2002. View at Publisher · View at Google Scholar · View at Scopus
  4. K.-W. Min, J.-Y. Seong, and J. Kim, “Simple design procedure of a friction damper for reducing seismic responses of a single-story structure,” Engineering Structures, vol. 32, no. 11, pp. 3539–3547, 2010. View at Publisher · View at Google Scholar · View at Scopus
  5. R.-H. Zhang, T. T. Soong, and P. Mahmoodi, “Seismic response of steel frame structures with added viscoelastic dampers,” Earthquake Engineering & Structural Dynamics, vol. 18, no. 3, pp. 389–396, 1989. View at Publisher · View at Google Scholar · View at Scopus
  6. Z. Pawlak and R. Lewandowski, “The continuation method for the eigenvalue problem of structures with viscoelastic dampers,” Computers & Structures, vol. 125, pp. 53–61, 2013. View at Publisher · View at Google Scholar · View at Scopus
  7. J.-D. Kang and H. Tagawa, “Seismic response of steel structures with seesaw systems using viscoelastic dampers,” Earthquake Engineering & Structural Dynamics, vol. 42, no. 5, pp. 779–794, 2013. View at Publisher · View at Google Scholar · View at Scopus
  8. A. D. E. Pan and N. Yeung, “Wind tunnel experiments of a building model incorporating viscous-damping walls,” Wind and Structures, An International Journal, vol. 4, no. 3, pp. 261–276, 2001. View at Publisher · View at Google Scholar · View at Scopus
  9. C. A. Martínez, O. Curadelli, and M. E. Compagnoni, “Optimal design of passive viscous damping systems for buildings under seismic excitation,” Journal of Constructional Steel Research, vol. 90, pp. 253–264, 2013. View at Publisher · View at Google Scholar · View at Scopus
  10. E. Tubaldi, L. Ragni, and A. Dall'Asta, “Probabilistic seismic response assessment of linear systems equipped with nonlinear viscous dampers,” Earthquake Engineering & Structural Dynamics, vol. 44, no. 1, pp. 101–120, 2015. View at Publisher · View at Google Scholar · View at Scopus
  11. C. Zhang, Z. Zhang, and J. Shi, “Development of high deformation capacity low yield strength steel shear panel damper,” Journal of Constructional Steel Research, vol. 75, pp. 116–130, 2012. View at Publisher · View at Google Scholar · View at Scopus
  12. S. Maleki and S. Bagheri, “Pipe damper, Part I: Experimental and analytical study,” Journal of Constructional Steel Research, vol. 66, no. 8-9, pp. 1088–1095, 2010. View at Publisher · View at Google Scholar · View at Scopus
  13. R. W. K. Chan and F. Albermani, “Experimental study of steel slit damper for passive energy dissipation,” Engineering Structures, vol. 30, no. 4, pp. 1058–1066, 2008. View at Publisher · View at Google Scholar · View at Scopus
  14. K. Ghabraie, R. Chan, X. Huang, and Y. M. Xie, “Shape optimization of metallic yielding devices for passive mitigation of seismic energy,” Engineering Structures, vol. 32, no. 8, pp. 2258–2267, 2010. View at Publisher · View at Google Scholar · View at Scopus
  15. E. Matta, “Effectiveness of tuned mass dampers against ground motion pulses,” Journal of Structural Engineering (United States), vol. 139, no. 2, pp. 188–198, 2013. View at Publisher · View at Google Scholar · View at Scopus
  16. K. Tarbali and F. Nateghi-A, “Effect of structural uncertainty on seismic response of steel moment-resisting frames equipped with tuned mass dampers,” International Journal of Steel Structures, vol. 14, no. 2, pp. 231–241, 2014. View at Publisher · View at Google Scholar · View at Scopus
  17. A. Lucchini, R. Greco, G. C. Marano, and G. Monti, “Robust design of tuned mass damper systems for seismic protection of multistory buildings,” Journal of Structural Engineering (United States), vol. 140, no. 8, Article ID A4014009, 2014. View at Publisher · View at Google Scholar · View at Scopus
  18. Y. Chen, D. M. McFarland, Z. Wang, B. F. Spencer Jr., and L. A. Bergman, “Analysis of tall buildings with damped outriggers,” Journal of Structural Engineering, vol. 136, no. 11, pp. 1435–1443, 2010. View at Publisher · View at Google Scholar · View at Scopus
  19. Y. M. Parulekar, G. R. Reddy, K. K. Vaze, and H. S. Kushwaha, “Lead extrusion dampers for reducing seismic response of coolant channel assembly,” Nuclear Engineering and Design, vol. 227, no. 2, pp. 175–183, 2004. View at Publisher · View at Google Scholar · View at Scopus
  20. C. S. Tsai, W. S. Lai, C. W. Chang, and M. C. Li, “Testing and analysis of a new lead-extrusion damper,” in Proceedings of the Seismic Engineering -2002- (2002 ASME Prssure Vessels and Piping Conference), pp. 215–220, Canada, August 2002. View at Publisher · View at Google Scholar · View at Scopus
  21. D. Zhou, W. Yan, Y. Chen, and C. Liu, “Seismic analysis of a low tower cable-stayed bridge and application of lead shear damper,” Applied Mechanics and Materials, vol. 90-93, pp. 1715–1719, 2011. View at Publisher · View at Google Scholar · View at Scopus
  22. R. O. Curadelli and J. D. Riera, “Design and testing of a lead damper for seismic applications,” Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, vol. 221, no. 2, pp. 159–165, 2007. View at Publisher · View at Google Scholar · View at Scopus
  23. G. W. Rodgers, J. G. Chase, J. B. Mander, N. C. Leach, and C. S. Denmead, “Experimental development, tradeoff analysis and design implementation of high force-to-volume damping technology,” Bulletin of the New Zealand Society for Earthquake Engineering, vol. 40, no. 2, pp. 35–48, 2007. View at Google Scholar · View at Scopus
  24. W. H. Robinson and L. R. Greenbank, “An extrusion energy absorber suitable for the protection of structures during an earthquake,” Earthquake Engineering & Structural Dynamics, vol. 4, no. 3, pp. 251–259, 1976. View at Publisher · View at Google Scholar · View at Scopus
  25. M. D. Monti and W. H. Robinson, “A lead shear damper suitable for reducing the motion induced by wind and earthquake,” in Proceedings of the 11 WCEE, vol. 271, p. 271, Mexico, Acapulco, Mexico.
  26. Y. Q. Ni, H. J. Liu, and J. M. Ko, “Experimental investigation on seismic response control of adjacent buildings using semi-active MR dampers,” in Proceedings of the Smart Structures and Materials 2002: Smart Systems for Bridges, Structures, and Highways, pp. 334–344, USA, March 2002. View at Publisher · View at Google Scholar · View at Scopus
  27. S. Behrens, A. J. Fleming, and S. O. Reza Moheimani, “Electromagnetic shunt damping,” in Proceedings of the 2003 IEEE/ASME International Conference on Advanced Intelligent Mechatronics, AIM 2003, pp. 1145–1150, Japan, July 2003. View at Publisher · View at Google Scholar · View at Scopus
  28. X. Zhou and L. Peng, “A new type of damper with friction-variable characteristics,” Earthquake Engineering and Engineering Vibration, vol. 8, no. 4, pp. 507–520, 2010. View at Publisher · View at Google Scholar · View at Scopus
  29. K. Minagawa, S. Fujita, T. Kawamura, and G. Tanaka, “Seismic response analysis of industrial building with viscous-friction hybrid damper,” in Proceedings of the ASME 2013 Pressure Vessels and Piping Conference, PVP 2013, France, July 2013. View at Publisher · View at Google Scholar · View at Scopus
  30. A. M. Sharabash and B. O. Andrawes, “Application of shape memory alloy dampers in the seismic control of cable-stayed bridges,” Engineering Structures, vol. 31, no. 2, pp. 607–616, 2009. View at Publisher · View at Google Scholar · View at Scopus
  31. X. Shen, X. Wang, Q. Ye, and A. Ye, “Seismic performance of Transverse Steel Damper seismic system for long span bridges,” Engineering Structures, vol. 141, pp. 14–28, 2017. View at Publisher · View at Google Scholar · View at Scopus
  32. D. Zhou, Study on Seismic Performance of Long-Span Girder Bridges Considering Soil and Structure Interaction, Beijing University of Technology, 2012.
  33. J. L. Wen, H. Ding, and F. R. Cao, Extrusion and Drawing Technology for Non-Ferrous Metals, chemical industry press, Beijing, China, 2007.
  34. L. Y. Peng, W. M. Yan, and H. X. He., “Finite element analysis and testing of plate type shear lead damper,” Journal of Vibration and Shock, vol. 29, no. 1, pp. 183–189, 2010. View at Google Scholar
  35. F. C. Ponzo, A. Di Cesare, D. Nigro et al., “Jet-pacs project: dynamic experimental tests and numerical results obtained for a steel frame equipped with hysteretic damped chevron braces,” Journal of Earthquake Engineering, vol. 16, no. 5, pp. 662–685, 2012. View at Publisher · View at Google Scholar · View at Scopus
  36. A. Di Cesare and F. C. Ponzo, “Seismic retrofit of reinforced concrete frame buildings with hysteretic bracing systems: design procedure and behaviour factor,” Shock and Vibration, vol. 2017, Article ID 2639361, 20 pages, 2017. View at Publisher · View at Google Scholar · View at Scopus