Table of Contents Author Guidelines Submit a Manuscript
Advances in Materials Science and Engineering
Volume 2018, Article ID 2364297, 9 pages
https://doi.org/10.1155/2018/2364297
Research Article

Multilevel Seismic Damage Behavior Correlation Analysis for RC Framed Structures

College of Civil Engineering, Nanjing Tech University, Nanjing 211800, China

Correspondence should be addressed to Jianguang Yue; nc.ude.hcetjn@euygj

Received 9 January 2018; Revised 17 March 2018; Accepted 1 April 2018; Published 10 May 2018

Academic Editor: João M. P. Q. Delgado

Copyright © 2018 Jianguang Yue. 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. W. B. Kratzig, I. F. Meyer, and K. Meskouris, “Damage evolution in reinforced concrete members under cyclic loading,” in Proceedings of 5th International Conference on Structural Safety and Reliability, vol. 2, pp. 795–802, San Francisco, CA, USA, August 1989.
  2. H. Sucuoglu and A. Erberik, “Energy-based hysteresis and damage models for deteriorating systems,” Earthquake Engineering and Structural Dynamics, vol. 33, pp. 69–88, 2004. View at Google Scholar
  3. E. Erduran and A. Yakut, “Component damage functions of reinforced concrete frame structures,” Engineering Structures, vol. 29, no. 9, pp. 2242–2253, 2007. View at Publisher · View at Google Scholar · View at Scopus
  4. H. Banon and D. Veneziano, “Seismic safety of reinforced concrete members and structures,” Earthquake Engineering and Structural Dynamics, vol. 10, no. 2, pp. 179–193, 1982. View at Publisher · View at Google Scholar · View at Scopus
  5. J. F. Wang, C. C. Lin, G. L. Lin, and C. H. Yang, “Storey damage identification of irregular buildings based on earthquake records,” Earthquake Spectra, vol. 29, no. 3, pp. 963–985, 2013. View at Publisher · View at Google Scholar · View at Scopus
  6. Y. J. Park and A. H. S. Ang, “Mechanistic seismic damage model for reinforced concrete. Journal of Structural Engineering,” ASCE, vol. 111, no. 4, pp. 722–739, 1985. View at Publisher · View at Google Scholar · View at Scopus
  7. A. Sharifi, M.-R. Banan, and M.-R. Banan, “A strain-consistent approach for determination of bounds of ductility damage index for different performance levels for seismic design of RC frame members,” Engineering Structures, vol. 37, pp. 143–151, 2012. View at Publisher · View at Google Scholar · View at Scopus
  8. G. S. Kamaris, G. D. Hatzigeorgiou, and D. E. Beskos, “A new damage index for plane steel frames exhibiting strength and stiffness degradation under seismic motion,” Engineering Structures, vol. 46, pp. 727–736, 2013. View at Publisher · View at Google Scholar · View at Scopus
  9. E. DiPasquale and A. S. Cakmak, “Detection and assessment of seismic structural damage,” National Center for Earthquake Engineering Research, State University of New-York, Buffalo, NY, USA, 1987, Technical Report NCEER-87–0015. View at Google Scholar
  10. J. Lubliner, J. Oliver, S. Oller, and E. Oate, “A plastic-damage model for concrete,” International Journal of Solids and Structures, vol. 25, no. 3, pp. 299–329, 1989. View at Publisher · View at Google Scholar · View at Scopus
  11. L. Jie and Y. Weizhong, “Elastoplastic stochastic damage constitutive law for concrete,” China Civil Engineering Journal, vol. 42, no. 2, pp. 31–38, 2009. View at Google Scholar
  12. GB 50010-2010, Code for Design of Concrete Structures, China Architecture and Building Press, Beijing, China, 2010, in Chinese.
  13. J. Lemaitre, “Evolution of dissipation and damage in metals, submitted to dynamic loading,” in Proceedings of the I.C.M.1, Kyoto, Japan, 1971.
  14. A. D. Hanganu, E. Onate, and A. H. Barbat, “A finite element methodology for local/global damage evaluation in civil engineering structures,” Computers and Structures, vol. 80, no. 20-21, pp. 1667–1687, 2002. View at Publisher · View at Google Scholar · View at Scopus
  15. C. J. Shao, Y. H. Wu, and Y. H. Qian, “Evolution of nonlinear seismic damage of concrete bridge structure,” China Journal of Highway and Transport, vol. 19, no. 5, pp. 41–45, 2006, in Chinese. View at Google Scholar
  16. H. Z. Shen, C. H. Zhang, and L. H. Kou, “Performance-based seismic damage assessment model for concrete gravity dams,” Journal of Tsinghua University, vol. 47, no. 12, pp. 2114–2118, 2007, in Chinese. View at Google Scholar
  17. J. Yue, J. Qian, and D. E. Beskos, “A generalized multi-level seismic damage model for RC framed structures,” Soil Dynamics and Earthquake Engineering, vol. 80, pp. 25–39, 2016. View at Publisher · View at Google Scholar · View at Scopus
  18. J. Oliver, M. Cervera, S. Oller, and J. Lubliner, “Isotropic damage models and smeared crack analysis of concrete,” in Proceedings of the 2nd ICCAADCS, vol. 2, pp. 945–958, Pineridge Press, Zell Am See, Austria, 1990.
  19. J. C. Simó and J. W. Ju, “Strain and stress based continuum damage models—part I formulation,” International Journal of Solids and Structures, vol. 23, no. 7, pp. 281–301, 1987. View at Publisher · View at Google Scholar · View at Scopus
  20. State Key Laboratory of Disaster Reduction in Civil Engineering of Tongji University, Benchmark Test of a 12-Story Reinforced Concrete Frame Model on shaking table, Tongji University, Shanghai, China, 2004, in Chinese.
  21. ABAQUS, Abaqus Analysis User’s Manual, Version 6.4, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI, USA, 2003.