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Design of Reinforced Concrete Silo Groups pp 13–33Cite as

Two-Dimensional Linear Elastic Analyses—Slice Method

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Part of the book series: Building Pathology and Rehabilitation ((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.

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References

  1. Stalnaker JJ, Harris EC (1992) Bending moments in walls of grouped silos due to structural continuity. ACI Struct J 89(2):159–163

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  2. Filho JF, An introduction to the study of silos. Master Thesis, Engineering School of Engineer, São Paulo University (in Portuguese)

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  3. Cook RD (1994) Finite element modelling for stress analysis. Willey

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  4. Ansys (2014) User and theoretical manuals. Swanson Analysis Systems, Inc

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Authors and Affiliations

  1. Department of Civil Engineering, Catholic University of Pernambuco, Boa Vista, Recife, Brazil

    Fernando A. N. Silva

  2. Department of Civil Engineering, Federal University of Pernambuco, Recife, Brazil

    Bernardo Horowitz

  3. Faculty of Engineering, University of Porto, Porto, Portugal

    João M. P. Q. Delgado

  4. Faculty of Engineering, CONSTRUCT-LFC, University of Porto, Porto, Portugal

    António C. Azevedo

Authors
  1. Fernando A. N. Silva
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  2. Bernardo Horowitz
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  3. João M. P. Q. Delgado
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  4. António C. Azevedo
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Corresponding author

Correspondence to Fernando A. N. Silva .

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Silva, F.A.N., Horowitz, B., Delgado, J.M.P.Q., Azevedo, A.C. (2019). Two-Dimensional Linear Elastic Analyses—Slice Method. In: Design of Reinforced Concrete Silo Groups. Building Pathology and Rehabilitation, vol 10. Springer, Cham. https://doi.org/10.1007/978-3-030-13621-5_3

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  • DOI: https://doi.org/10.1007/978-3-030-13621-5_3

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-13620-8

  • Online ISBN: 978-3-030-13621-5

  • eBook Packages: EngineeringEngineering (R0)

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