Skip to main content

Automatic or Manual Safe Shutdown of Industrial Facilities on Earthquake Signal, Guidelines to Meet the New French Regulation: Seismological and Instrumental Aspects

  • Conference paper
  • First Online:
Seismic Design of Industrial Facilities

Abstract

The French regulation has been updated in 2010, and now explicitly requires that equipment of high hazard industrial facilities (outside nuclear field) do not lead to unacceptable consequences under the highest earthquake of the seismic zone where the facility is located. As well the seismic zones have been re-evaluated, considering four levels for the French metropolitan territory. To meet this new requirement AFPS has been asked to draft a guide that defines a strategy to stop the facility on detection of the earthquake. This specific guide is part of a set of documents that will support operators in the different design requirements that could be implemented to demonstrate compliance with the regulation. The guide explains how automatic or manual actuators could isolate the dangerous inventory inside the facility to prevent or limit the impact. As well mitigation of indirect effects is considered. Earthquake phenomenology, threshold to trigger the safe shutdown, principle to demonstrate compliance with the regulation, logic, hardware & software requirements, qualification and in service inspection are described together with real case study. The present paper focuses on earthquake phenomenology, detection strategies and threshold to trigger the safe shutdown. As far as the threshold level is concerned a possible -very low- default threshold that would prevent long diagnostic analysis of the weaknesses of the equipment will be discussed.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
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

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Wolf J.P. Foundation Vibration Analysis Using Simple Physical Model. Prentice-Hall: Englewood Cliffs, NJ, 1994.

    Google Scholar 

  2. Kausel, E. Early history of soil-structure interaction, Soil Dynamics and Earthquake Engineering, 2010; 30:822-832.

    Article  Google Scholar 

  3. Luco J.E. Westmann R.A., Dynamic response of circular footing. Journal of the Engineering Mechanics Division, 1971; 97(5): 1381-1395.

    Google Scholar 

  4. Karabalis D.L. Beskos DE. Dynamic response of 3-D rigid surface foundations by time domain boundary element method. Earthquake Engineering and Structural Dynamics, 1984; 12:73-93.

    Article  Google Scholar 

  5. Estorff O.V. and Prabucki M.J. Dynamic response in the time domain by coupled boundary and finite elements, Computational Mechanics, 1990; 6:35-46.

    Article  Google Scholar 

  6. Kausel E. Thin-layer method: formulation in the time domain. International Journal for Numerical Methods in Engineering 1994; 37(6):927–941.

    Article  Google Scholar 

  7. Wolf J.P. and Obernhuber P. Non-linear soil-structure-interaction analysis using dynamic stiffness or flexibility of soil in the time domain. Earthquake Engineering and Structural Dynamics, 1985; 13:195-212.

    Article  Google Scholar 

  8. Lin G, Han Z.J., Li J.B. An Efficient Approach for Dynamic Impedance of Surface Footing on Layered Half-space, Soil Dynamics and Earthquake Engineering. 2013; 49:39–51.

    Article  Google Scholar 

  9. Kausel E. and J. M. Roësset, Stiffness matrices for layered soils, Bulletin of the Seismological Society of America; 1981; 71(6):1743-1761.

    Google Scholar 

  10. Wolf J.P. Dynamic Soil-structure Interaction, Prentice-Hall: Englewood Cliffs, 1985.

    Google Scholar 

  11. Zhong W.X., Lin J.H. and Gao Q., The precise computation for wave propagation in stratified materials. International Journal for Numerical Methods in Engineering, 2004; 60(1):11-25.

    Article  Google Scholar 

  12. Ruge P., Trinks C. and Witte S. Time-domain analysis of unbounded media using mixed-variable formulations, Earthquake Engng Struct. Dyn. 2001; 30:899-925.

    Article  Google Scholar 

  13. Karabalis D.L., Huang C.-F.D. Vibrations of square and circular foundations with concentric openings on elastic half space. Soil Dynamics and Earthquake Engineering, 2005; 25:951-965.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Fabrice Hollender .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2014 Springer Fachmedien Wiesbaden

About this paper

Cite this paper

Hollender, F., Girard, JP., Girard, D., Sauvignet, S. (2014). Automatic or Manual Safe Shutdown of Industrial Facilities on Earthquake Signal, Guidelines to Meet the New French Regulation: Seismological and Instrumental Aspects. In: Klinkel, S., Butenweg, C., Lin, G., Holtschoppen, B. (eds) Seismic Design of Industrial Facilities. Springer Vieweg, Wiesbaden. https://doi.org/10.1007/978-3-658-02810-7_16

Download citation

  • DOI: https://doi.org/10.1007/978-3-658-02810-7_16

  • Published:

  • Publisher Name: Springer Vieweg, Wiesbaden

  • Print ISBN: 978-3-658-02809-1

  • Online ISBN: 978-3-658-02810-7

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics