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Two-Dimensional Linear Elastic Analyses—Slice Method

  • Fernando A. N. SilvaEmail author
  • Bernardo Horowitz
  • João M. P. Q. Delgado
  • António C. Azevedo
Chapter
Part of the Building Pathology and Rehabilitation book series (BUILDING, volume 10)

Abstract

The initial procedure used in the structural analysis of reinforced concrete silo groups is to remove a horizontal slice of unit height from the group of cells, as shown in perspective in Fig. 3.1, and study it for the various expected loading cases.

References

  1. 1.
    Stalnaker JJ, Harris EC (1992) Bending moments in walls of grouped silos due to structural continuity. ACI Struct J 89(2):159–163Google Scholar
  2. 2.
    Filho JF, An introduction to the study of silos. Master Thesis, Engineering School of Engineer, São Paulo University (in Portuguese)Google Scholar
  3. 3.
    Cook RD (1994) Finite element modelling for stress analysis. WilleyGoogle Scholar
  4. 4.
    Ansys (2014) User and theoretical manuals. Swanson Analysis Systems, IncGoogle Scholar
  5. 5.
    Bathe KJ (1996) Finite element procedures. Prentice HallGoogle Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Fernando A. N. Silva
    • 1
    Email author
  • Bernardo Horowitz
    • 2
  • João M. P. Q. Delgado
    • 3
  • António C. Azevedo
    • 4
  1. 1.Department of Civil EngineeringCatholic University of PernambucoBoa Vista, RecifeBrazil
  2. 2.Department of Civil EngineeringFederal University of PernambucoRecifeBrazil
  3. 3.Faculty of EngineeringUniversity of PortoPortoPortugal
  4. 4.Faculty of Engineering, CONSTRUCT-LFCUniversity of PortoPortoPortugal

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