Skip to main content
SpringerLink
Log in

Two-Dimensional Linear Elastic Analyses—Slice Method

  • Chapter
  • First Online:
Design of Reinforced Concrete Silo Groups

Part of the book series: Building Pathology and Rehabilitation ((BUILDING,volume 10))

  • 296 Accesses

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.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Log in via an institution
eBook
USD 16.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 109.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

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

    Google Scholar 

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

    Google Scholar 

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

    Google Scholar 

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

    Google Scholar 

  5. Bathe KJ (1996) Finite element procedures. Prentice Hall

    Google Scholar 

Download references

Author information

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
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Bernardo Horowitz
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. João M. P. Q. Delgado
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. António C. Azevedo
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Fernando A. N. Silva .

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

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

Download citation

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

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-13620-8

  • Online ISBN: 978-3-030-13621-5

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation