Open Access
Issue
MATEC Web Conf.
Volume 120, 2017
International Conference on Advances in Sustainable Construction Materials & Civil Engineering Systems (ASCMCES-17)
Article Number 01002
Number of page(s) 11
Section Sustainable Structural Systems
DOI https://doi.org/10.1051/matecconf/201712001002
Published online 09 August 2017
  1. Albanesi, T., Nuti, C. and Vanzi, I. (2000), “A simplified procedure to assess the seismic response of nonlinear structures”, Earthq. Spectra, 16(4), 715–734. [CrossRef] [Google Scholar]
  2. Benazouz, C., Moussa, L. and Ali, Z, (2012), “Ductility and inelastic deformation demands of structures”, J. Struct. Eng. Mech, 42(5), 631–644. [CrossRef] [Google Scholar]
  3. CEN (2005) Eurocode 8 — design of structures for earthquake resistance. Part 3: assessment and retrofitting of buildings. European standard EN 1998-3. June 2005. European Committee for Standardization, Brussels [Google Scholar]
  4. CGS (2003), Algerian seismic building code, National Center of Applied Research in Earthquake Engineering CGS, Algiers. [Google Scholar]
  5. Chikh B, Mehani Y and Leblouba M. (2016). Simplified procedure for seismic demands assessment of structures. Structural Engineering and Mechanics. 59(3):455–473. [CrossRef] [Google Scholar]
  6. Chopra, A.K. and Goel, R.K. (2001), A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation, PEER, Berkely, California, 2001/03. [Google Scholar]
  7. Chopra, A.K. and Chatpan, C. (2003), Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems. EERC, Berkely, California, 2003/09. [Google Scholar]
  8. Chopra, A.K. and Chatpan, C. (2004), “Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems”, J. Struct. Eng, 130(9), 1309–1319. [CrossRef] [Google Scholar]
  9. Chopra, A.K. (2007), Dynamics of Structures - Theory and Applications to Earthquake Engineering, (3rd Edition), Prentice Hall, New Jersey. [Google Scholar]
  10. Fajfar, P. and Fischinger, M. (1988), “N2 a method for nonlinear seismic analysis of regular structures” Proceedings of 9th World Conf on Earth Eng, Tokyo-Kyoto, Japan, 5:111–116. [Google Scholar]
  11. Freeman, S.A., Nicoletti, J.P. and Tyrell, J.V. (1975), “Evaluation of existing buildings for seismic risk-a case study of Puget Sound Naval Shipyard”, Proceedings of 1st U S National Conference on Earthquake Engineering, Berkeley, USA, pp 113–122. [Google Scholar]
  12. Iwan W D (1980) Estimating inelastic spectra from elastic spectra. Earthq Eng Struct Dyn. 8(4):375–388. [CrossRef] [Google Scholar]
  13. Gülkan, P. and Sözen, M. (1974), “Inelastic response of reinforced concrete structures to earthquake motions”. ACI J Proceedings. 71(12), 604–610. [Google Scholar]
  14. Gupta, B. and Kunnath, S.K. (2000), “Adaptive spectra-based pushover procedure for seismic evaluation of structures”, Earthq. Spectra, 16(2), 367–392. [CrossRef] [EDP Sciences] [Google Scholar]
  15. Kowalsky, M.J. (1994), “Displacement-based design-a methodology for seismic design applied to RC bridge columns”, Master’s thesis, University of California at San Diego, La Jolla, California. [Google Scholar]
  16. Lin, Y.Y. and Chang, K.C. (2003), “An Improved Capacity Spectrum Method for ATC-40, Earthq. Eng. Struct. D, 32(13), 2013–2025. [CrossRef] [Google Scholar]
  17. Maja, K. and Fajfar, P. (2012), “The extended N2 method considering higher mode effects in both plan and elevation”, Bull. Earth. Eng, 10(2), 695–715. [CrossRef] [Google Scholar]
  18. Miranda, E. (2001) “Estimation of inelastic deformation demands of SDOF systems”, J. Struct. Eng., 127(9), 1005–1012. [CrossRef] [Google Scholar]
  19. Newmark, N.M. and Hall, W.J. (1982), “Earthquake spectra and design”, Earthquake Engineering Research Institute, Berkeley, California. [Google Scholar]
  20. PEER Strong Motion Database [Online]. http://peer.berkeley.edu/smcat. [Google Scholar]
  21. Priestley, M.J. and Kowalsky, M.J. (2000), “Direct Displacement-Based Seismic Design of Concrete Buildings”, Bull of the New Zealand Society for Earth Eng, 33(4), 421–444. [Google Scholar]
  22. Reinhorn, A.M. (1997), “Inelastic analysis techniques in seismic evaluations”, FajfarP. and KrawinklerH. (eds.), “Seismic design methodologies for the next generation of codes”, Balkema, Rotterdam, pp: 277–287. [Google Scholar]
  23. Reinhorn, A.M., Valles, R.E. and Kunnath, S.K. (2006), “IDARC 2D version 6.1-User’s Guide”, State University of New York, Buffalo, NY. [Google Scholar]
  24. Sasaki, K.K., Freeman, S.A. and Paret, T.F. (1998), “Multimode pushover procedure (MMP)—A method to identify the effects of higher modes in a pushover analysis”, Proceeding of the 6th U.S. Nat. Conf. on Earthq. Eng, Seattle, Washington. [Google Scholar]
  25. Shih-Sheng P L, John M B (1980) Inelastic response spectra for a seismic building design. ASCE J Struct Div. 106(6):1295–1310. [Google Scholar]
  26. Wen, Y.K. (1976), “Method for random vibration of hysteretic systems”, J. Eng. Mech., 102(2), 249–263. [Google Scholar]

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