Structural Engineering and Mechanics

  • 제1권1호
  • /
  • Pages.31-46
  • /
  • 1993
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Application of shakedown analysis technique to earthquake-resistant design of ductile moment-resisting steel structures

  • Lee, Han-Seon (Department of Architecture, Yeungnam University) ;
  • Bertero, Vitelmo V. (Department of Civil Engineering, University of California)
  • 발행 : 1993.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

The motivations of the application of shakedown analysis to the earthquake-resistant design of ductile moment-resisting steel structures are presented. The problems which must be solved with this application are also addressed. The illustrative results from a series of static and time history nonlinear analyses of one-bay three-story steel frame and the related discussions have shown that the incremental collapse may be the critical design criterion in case of earthquake loading. Based on the findings, it was concluded that the inelastic excursion mechanism for alternation load pattern, such as in earthquake, should be the sidesway mechanism of the whole structure for the efficient mobilization of the structural energy dissipating capacity and that the shakedown analysis technique can be used as a tool to ensure this mechanism.

키워드

참고문헌

  1. Ang, A.H.S. and Tang, W.H. (1975), "Probability Concepts in Engineering Planning and Design," I Basic Principles, John Wiley & Sons.
  2. Bertero, V.V. (1986), "Implication of Recent Earthquakes and Research on Earthquake-Resistant Design and Construction of Building," Report No. UCB/EERC-86/03, University of California, Berkeley.
  3. Bertero, V.V., Herrera, R.A. and Mahin, S.A. (1976), "Establishment of Design Earthquake-Evaluation of Present Methods," International Symposium on Earthquakes and Structural Engineering, St. Louis, Missouri,pp.551-580
  4. Bertero, V.V. and Popov, E.P. (1965), "Effect of Large Alternating Strains of Steel Beam," Journal of the Structural Division, ASCE, 99(ST1).
  5. Bertero, V.V. and Popov, E.P. (1973), "Cyclic Loading of Steel Beams and Connection," Journal of the Structural Division, ASCE, 99(ST6),
  6. Clough, R.W. and Penzien, J. (1975), "Dynamics of Structures," McGraw-Hill, New York.
  7. Guralnick , S.A., Singh, S. and Erber, T. (1984), "Plastic Collapse, Shakedown and Hysteresis," Journal of the Structural Engineering, ASCE, 110(9).
  8. Guralnick, S.A., Erber, T.;Stefanis, J. and Soudan, O. (1986), "Plastic Collapse, Shakedown, and Hysteresis of Multistory Steel Structures," Journal of Structural Engineering, ASCE, 112(12).
  9. Hodge, P.G. (1959), "Plastic Analysis of Structures," McGraw-Hill Book Company Inc., New York.
  10. Horne, M.R. (1954), "The Effect of Variable Repeated Loading in Building Structure Designed By Plastic Theory," Proc. Int. Assoc. Bridge Struc. Eng..
  11. Horne, M.R. (1979), "Plastic Theory of Structures," Second Edition, Pergamon Press.
  12. Horne, M.R. and Morris, L.J. (1982), "Plastic Design of Low-Rise Frames," MIT Press, pp56.
  13. Kanaan, A.E. and Powell, G.H. (1973), "DRAIN-2D, A General Purpose Cumputer Program for Dynamic Analysis of Inelastic Plane Structures." Report No UCB/EERC - 73/6, University of California, Berkeley.
  14. Lashkari, B. (Supernised by Krawinkler, H.)(1983), "Cumulative Damage Parameters for Bilinear Systems Subjected to Seismic Excitation," Ph.D. Dissertation, Department of Civil Engineering, Stanford University.
  15. Livesley, R.K. (1975), "Chapter 7. Plastic Analysis and Design," in matrix of Structural Analysis, Second Edition, Pergamon Press.
  16. MaCabe, S.L. and Hall, W.J. (1987), "Evaluation on Structural Response and Damage Resulting from Earthquake Ground Motion," Civil Engineering Studies, Structural Research Series 538, University of Illinois at Urbana-Champaign, Urbana, Illinois.
  17. Maier, G. (1977), "Chapter 6. Shakedown Analysis," in Engineering Plasticity by Mathematical Programming, Proceeding of the NATO Advanced Study Institute, University of Watweloo, Ontario, Canada.
  18. Neal, B.G. (1977), "The Plastic Methods of Structural Analysis," Third Edition Champan and Hall.
  19. Popov, E.P. and Pinkney, R.B. (1969), "Cyclic Yield Reversal in Steel Building Connections," Journal of the Structural Division, ASCE, 95(ST3).
  20. Powell, G.H. (1985), "Interpretive/Interactive Nonlinear Structural Analysis-User Guide," in Lecture Note of CE223B, Department of Civil Engineering, University of California, Berkeley.
  21. Yamada, M. (1969), "Low Cycle Fatigue Fracture Limits of Various Kinds of Structural Members Subjected to Alternately Repeated Plastic Bending under Axial Compression as an Evaluation Basis or Design Criteria for Aseismic Capacity," Proceeding, 4th World Conference on Earthquake Engineering, Santiago, Chile.
  22. Zohrei, M. (Supercised by Krawinkler, H.)(1982), "Cumulative Damage in Components of Steel Structures under Cyclic Inelastic Loading," Ph.D. Dissertation, Department of Civil Engineering, Stanford University.

피인용 문헌

  1. Minimum-weight seismic design of a moment-resisting frame accounting for incremental collapse vol.13, pp.1, 2002, https://doi.org/10.12989/sem.2002.13.1.035