Advertisement

Introduction to a Model Code for Displacement-Based Seismic Design

  • Timothy Sullivan
  • Nigel Priestley
  • Gian Michele Calvi
Chapter
Part of the Geotechnical, Geological and Earthquake Engineering book series (GGEE, volume 13)

Abstract

The last decade has seen major developments in the field of displacement-based seismic design with a number of effective methods now available in the literature. Developments have been particularly significant for the Direct displacement-based design (DDBD) method, with the publication of a book on the subject in 2007 and now a draft model code. In this paper, the background and motives for the new draft model code are reviewed. Novel aspects of the draft model code requirements are discussed and areas in need of additional development and research are identified.

Keywords

Peak Ground Acceleration Model Code Strain Limit Draft Code Structural Typology 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

  1. 1.
    Belleri A, Riva P (2008) Seismic behaviour of grouted sleeve precast column to foundation connections: results applied to the direct displacement based design. Proceedings of 14th world conference on earthquake engineering October 12–17, Beijing, ChinaGoogle Scholar
  2. 2.
    Beyer K, Dazio A, Priestley MJN (2008) Seismic design of torsionally eccentric structures with U-shaped RC walls. MResearch Report ROSE-2008/03, IUSS Press, PaviaGoogle Scholar
  3. 3.
    Calvi GM, Sullivan TJ (eds) (2009a) A model code for the displacement-based seismic design of structures, DBD09, DRAFT Subject to public enquiry, IUSS Press, Pavia.Google Scholar
  4. 4.
    Calvi GM, Sullivan TJ (2009b) Development of a model code for direct displacement based seismic design, Atti di Linea IV, Convegno Finale del progetto RELUIS, 1–3 Aprile, Napoli, ItaliaGoogle Scholar
  5. 5.
    Cardone D, Dolce M, Palermo G, (2009) Direct displacement-based design of seismically isolated bridges. Bull Earthq Eng 7(2):391–410CrossRefGoogle Scholar
  6. 6.
    Cardone D, Palermo G, Dolce M (2010) Direct displacement-based design of buildings with different seismic isolation systems. J Earthq Eng 14(2):163–191.Google Scholar
  7. 7.
    Cauzzi C, Faccioli E (2008) Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records, J Seismol 12:453–475. doi:10.1007/s10950-008-9098-yCrossRefGoogle Scholar
  8. 8.
    Cauzzi C, Faccioli E, Paolucci R, (2008) Deliverable D2 – a reference model for prediction of long-period response spectral ordinates, Project S5 – Seismic input in terms of expected spectral displacements, Convenzione INGV – DPC 2004 – 2006, Politecnico di Milano, ItalyGoogle Scholar
  9. 9.
    Cecconi M, Vecchietti S, Pane V (2007) The DDBD method in the design of cantilever diaphragm walls, Ottawa 2007, 60th Canadian Geotechnical Conference and 8th Joint CGS/IAH-CNC Groundwater Conference – The Diamond Jubilee, Ottawa, Canada, pp 912–919Google Scholar
  10. 10.
    CEN (2004) Eurocode 8 – design provisions for earthquake resistant structures, EN-1998-1:2004: E, Comite Europeen de Normalization, Brussels, BelgiumGoogle Scholar
  11. 11.
    Christopoulos C, Pampanin S, Priestley MJN (2003) Performance-based seismic response of frame structures including residual deformations. Part I: single-degree-of-freedom systems. J Earthq Eng 7(1):97–118Google Scholar
  12. 12.
    Della Corte G (2006) Vibration mode vs. collapse mechanism control for steel frames. Proceedings of the 4th international specialty conference on behaviour of steel structures in seismic areas (STESSA 2006), Yokohama, Japan, pp 423–428Google Scholar
  13. 13.
    Della Corte G, Mazzolani FM (2009) Direct displacement-based design of steel chevron bracing. Proceedings of the XIII Italian congress on seismic engineering (ANIDIS), Bologna, ItalyGoogle Scholar
  14. 14.
    Filiatrault A, Folz B (2002) Performance-based seismic design of wood framed buildings. ASCE J Struct Eng, 128(1):39–47CrossRefGoogle Scholar
  15. 15.
    Kawashima K, MacRae GA, Hoshikuma J, Nagaya K (1998) Residual displacement response spectrum. J Struct Eng, May, 523–530Google Scholar
  16. 16.
    Kowalsky MJ, Priestley MJN, MacRae GA (1994) Displacement-based design of RC bridge columns. Proceedings of 2nd international workshop on seismic design of bridges, Queenstown, New Zealand, pp 138–163Google Scholar
  17. 17.
    MacRae GA (1998) Residual displacements of reinforced concrete bridge columns subject to seismic loading. Proceedings of the 6th US National Conference on Earthquake Engineering, Seattle, WA, USA, Paper 155Google Scholar
  18. 18.
    Magenes G, Calvi GM (1997) In-plane seismic response of brick masonry walls. Earthq Eng Struct Dyn 26:1091–1112CrossRefGoogle Scholar
  19. 19.
    Ortiz Restrepo JC (2007) Displacement-based design of continuous concrete bridges under transverse seismic excitation, Master Thesis, ROSE School, European School for Advanced Studies in Reduction of Seismic Risk, IUSS, Pavia, ItalyGoogle Scholar
  20. 20.
    Pampanin S, Christopoulos C, Priestley MJN (2003) Performance-based seismic response of frame structures including residual deformations, part II: multi-degree-of-freedom systems. J Earthq Eng 7(1):119–147Google Scholar
  21. 21.
    Paolucci R., Di Prisco C, Figini R, Petrini L, Vecchiotti M (2008) Interazione dinamica nonlineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti. Progettazione Sismica 1(2), ItalyGoogle Scholar
  22. 22.
    Paulay T (2002) The displacement capacity of reinforced concrete coupled walls. Eng Struct 24:1165–1175CrossRefGoogle Scholar
  23. 23.
    Pennucci D, Calvi GM, Sullivan TJ (2009) Displacement-based design of pre-cast walls with additional dampers. J Earthq Eng 13(S1):40–65Google Scholar
  24. 24.
    Pettinga JD, Pampanin S, Christopoulos C, Priestley MJN (2007) The role of inelastic torsion in the determination of residual deformations. J Earthq Eng 11:133–157CrossRefGoogle Scholar
  25. 25.
    Pettinga JD, Priestley MJN (2005) Dynamic behaviour of reinforced concrete frames designed with direct displacement-based design. Research Report ROSE – 2005/02, IUSS Press, PaviaGoogle Scholar
  26. 26.
    Pietra D, Calvi GM, Pinho R (2008) Direct displacement-based seismic design of isolated bridges. Research Report ROSE-2008/01, IUSS Press, PaviaGoogle Scholar
  27. 27.
    Priestley MJN (1993) Myths and fallacies in earthquake engineering – conflicts between design and reality. Bull NZ Nat Soc Earthq Eng 26(3):328–341Google Scholar
  28. 28.
    Priestley MJN (2003) Myths and fallacies in earthquake engineering, Revisited, The ninth mallet Milne lecture, IUSS Press, Pavia, ItalyGoogle Scholar
  29. 29.
    Priestley MJN, Calvi GM (2003) Direct displacement-based seismic design of bridges. Proceedings of ACI Special Seminar on Seismic Design of Bridges, San Diego, CA, USAGoogle Scholar
  30. 30.
    Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement based seismic design of structures. IUSS Press, Pavia, Italy, 721 ppGoogle Scholar
  31. 31.
    Priestley MJN, Kowalsky MJ (2000) Direct displacement-based seismic design of concrete buildings. Bull NZSEE 33(4):421–444Google Scholar
  32. 32.
    Priestley MJN, Seible F, Calvi GM (1996) Seismic Design and Retrofit of Bridges. John Wiley & Sons, New York, US, 686 ppGoogle Scholar
  33. 33.
    Priestley MJN, Sritharan S, Conley JR, Pampanin S (1999) Preliminary results and conclusions from the PRESSS five-story precast concrete test building. PCI J, 44(6):42–67.Google Scholar
  34. 34.
    Ruiz-Garcia J, Miranda E (2006) Residual displacement ratios for assessment of existing structures. Earthq Eng Struct Dyn 35(3):315–336CrossRefGoogle Scholar
  35. 35.
    Suarez V, Kowalsky MJ (2007) Direct displacement-based seismic design of drilled shaft bents with soil-structure interaction. J Earthq Eng 11(6): 1010–1030CrossRefGoogle Scholar
  36. 36.
    Sullivan TJ, Priestley MJN, Calvi GM (2006) Seismic design of frame-wall structures. Research Report ROSE-2006/02, IUSS Press, PaviaGoogle Scholar
  37. 37.
    Uma SR, Pampanin S, Christopoulos C (2006) A probabilistic framework for performance-based seismic assessment of structures considering residual deformations. Proceedings of the 1st ECEES, Geneva, Switzerland, paper 731Google Scholar
  38. 38.
    Zapata Montoya RA (2008) Direct displacement-based design on bridges with foundation flexibility. Master Dissertation, ROSE School, European School For Advanced Studies in Reduction of Seismic Risk, Pavia, ItalyGoogle Scholar
  39. 39.
    Zonta D, Piazza M, Zanon P, Loss C, Sartori C (2008) Direct displacement-based design of glulam timber frame buildings. Proceedings of 14th world conference on earthquake engineering (14WCEE), Beijing, ChinaGoogle Scholar

Copyright information

© Springer Netherlands 2010

Authors and Affiliations

  • Timothy Sullivan
    • 1
  • Nigel Priestley
    • 2
  • Gian Michele Calvi
    • 3
  1. 1.Department of Structural MechanicsUniversità degli Studi di PaviaPaviaItaly
  2. 2.ROSE School, IUSS PaviaPaviaItaly
  3. 3.Department of Structural MechanicsEuropean Centre for Training and Research in Earthquake Engineering (EUCENTRE), Università degli Studi di PaviaPaviaItaly

Personalised recommendations