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Examples of Implementation

  • J. Blaauwendraad
  • C. van der Veen
  • C. Meyer
Part of the International Centre for Mechanical Sciences book series (CISM, volume 346)

Abstract

A cylindrical wall of structural concrete protects an inner steel tank for mass LNG storage. The concrete wall is loaded by a passing pressure wave created by a gas cloud explosion at some distance. The dynamic study first assumes linear elastic and thereafter nonlinear material behavior due to cracking and/or plasticity.

Keywords

Circumferential Direction Damage Index Effective Pressure Nonlinear Dynamic Analysis Reinforced Concrete Frame 
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.

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References

  1. 6.1
    Roufaiel, M.S.L. and C. Meyer: Analytical modeling of hysteretic behaviour of R/C Frames, ASCE J. Str. Eng. 113, No. 3 (1987).Google Scholar
  2. 6.2
    Chung, Y.S., C. Meyer, and M. Shinozuka: Seismic Damage Assessment of Reinforced Concrete Members, Report No. NCEER-87–0022, National Center for Earthquake Engineering Research, Buffalo, New York, Oct. 1987.Google Scholar
  3. 6.3
    Chung, Y.S., C. Meyer and M. Shinozuka: Modeling of seismic damage, ACI Structural Journal, May-June 1989.Google Scholar
  4. 6.4
    Chung, Y.S., C. Meyer and M. Shinozuka: Automated Seismic Design of Reinforced Concrete Buildings, Technical Report NCEER-88–24, National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1988.Google Scholar
  5. 6.5
    Chung, Y.S., C. Meyer and M. Shinozuka: SARCF - Seismic Analysis of Reinforced Concrete Frames, Technical Report NCEER-88–44, National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1988.Google Scholar
  6. 6.6
    Chung, Y.S., C. Meyer and M. Shinozuka. Automatic seismic design of RC building frames, ACI Structural Journal, May-June 1990.Google Scholar
  7. 6.7
    Park, Y.J., A.M. Reinhorn and S.K. Kunnath: IDARC - Inelastic Damage Analysis of Reinforced Concrete Frame - Shear-Wall Structures, Technical Report NCEER-87–8, National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1987.Google Scholar
  8. 6.8
    Rodriguez-Gomez, S., Y.S. Chung, and C. Meyer: SARCF-II User’s Guide - Seismic Analysis of Reinforced Concrete Frames, Technical Report NCEER-9027, National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1990.Google Scholar
  9. 6.9
    Meyer, C. and J. Yuan: SARCF-III - Seismic Analysis of Reinforced Concrete Frames, Technical Report, National Center for Earthquake Engineering Research, State University of New York at Buffalo in print.Google Scholar
  10. 6.10
    Kanaan, A.E. and G.H. Powell: General Purpose Computer Program for Inelastic Dynamic Response of Plane Structures, Report No. EERC-73–6, University of California at Berkeley, Cal., 1982.Google Scholar

Copyright information

© Springer-Verlag Wien 1998

Authors and Affiliations

  • J. Blaauwendraad
    • 1
  • C. van der Veen
    • 1
  • C. Meyer
    • 2
  1. 1.Delft University of TechnologyDelftThe Netherlands
  2. 2.Columbia UniversityNew YorkUSA

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