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Abstract

Upto recently the main approach to Fire Safety Engineering has been on an adhoc basis in that little planning has been done to minimise the required fire endurance period by considering, say, compartmentation, or fire load or indeed the detail method of construction at the incipient planning stage. This has been partly due to the use of a Regulatory Approach and not to the use of calculation methods.

The paper considers two examples, that of an isostatic structural element within a small fire compartment before considering any constraints acting on the system. These constraints may take the form of either acceptable failure risks or be of an economic or practical nature. The paper concludes by considering a general system for structural fire safety engineering.

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References

  1. Witteveen J Trends in Desian Methods for Structural Fire Safety. Three Decades of Structural Fire Safety, BRE, Garston, 1983. pp 21–27.

    Google Scholar 

  2. Roux H J, Berlin G N, Toward a Knowledge -based Fire Safety System. Design of Buildings for Fire Safety. Smith E E and Harmathy T Z (Editors), ASTM, STP685, Philadelphia, 1979, pp 3–13.

    Google Scholar 

  3. Purkiss J A, Weeks N J, A Computer Study of Reinforced Concrete Columns in a Fire. The Structural Engineer, 65B, (1987), 22–28.

    Google Scholar 

  4. BS 476, Part 8, Fire Tests on Building Materials and Structures. London British Standards Institution 1972. (under revision and due to be published as BS 476 Parts 20, 21, 22 ).

    Google Scholar 

  5. ISO 834 Fire Resistance Tests - Elements of Building Construction,1985.

    Google Scholar 

  6. Petterson O, Magnusson S-E, Thor J Fire Engineering Design of Steel Structures Swedish Institute of Steel Construction, Publication No 50, Stockholm 1976.

    Google Scholar 

  7. Becker J, Bizri H, Bressler B, FIRES-T A computer program for the fire response of structures - Thermal, Report No UCB-FRG 74–1, University of California, Berkeley, 1974.

    Google Scholar 

  8. lding R J, Bresler B, Nizamuddin Z, FIRES-T3. A Computer Program for the Fires Response of Structures - Thermal. Report No UCB FRG 77–15, University of California, Berkley 1977.

    Google Scholar 

  9. Wicksröm U, TASEF-2. A Computer Program for Temperature Analysis of Structures exposed to Fire. Lund Institute of Technology, Sweden, 1979.

    Google Scholar 

  10. RILEM - Properties of Materials at High Temperatures, Schneider U (Editor), Kassel University, Germany, 1985.

    Google Scholar 

  11. RILEM - Behaviour of Steel at High Temperatures, Anderberg Y (Editor), Lund Institute of Technology, Sweden 1983.

    Google Scholar 

  12. Becker J, Bressler B, FIRES - RC. A computer program for the fire response of structures - reinforced concrete frames, Report No UCB-FRG 743, University of California, Berkeley. 1974.

    Google Scholar 

  13. Forsén N E, A Theoretical Study of the Fire Resistance of Concrete Structure, FCB-SINTEFF, Trondheim, Norway. 1982.

    Google Scholar 

  14. Jeanes D C Application of the Computer in Modelling Fire Endurance of Structural Steel Floor Systems. Fire Safety Journal. a (1985) 119–135.

    Google Scholar 

  15. Jeanes D C, Computer Modelling the Fire Endurance of Floor Systems in Steel-framed Buildings. ASTM STP882, Fire Safety, Science and Engineering, T Z Harmathy (Editor), Philadelphia, ASTM Publications, 1985, 223–238.

    Google Scholar 

  16. Jeanes D C, Developing Desing Concepts for Structural Fire Endurance Using Computer Models. Design of Structures Against Fire, Anchor R D etal (Editors), London, Elsevier, 127–153.

    Google Scholar 

  17. Rasbash D J, Criteria for Acceotibility for Use with Quantitative Approaches to Fire Safety. Fire Safety Journal, B.,. (1984/5), 141–158.

    Google Scholar 

  18. Kersken-Bradley M, Probablistic Concepts in b Fire Engineering, Design of Structures Against Fire, Anchor R D etal (Editors), London, Elsevier, 21–39.

    Google Scholar 

  19. Harmathy T Z, Mehaffy J R, Design of Buildings for Prescribed Levels of Structural Fire Safety, ASTM STP882 Fire Safety, Science and Engineering, T Z Harmathy (Editor), Philadelphia, ASTM Publications, 1985, 160–175.

    Google Scholar 

  20. Law M A Basis for the Design of Fire Protection of Building Structures. Structural Engineer, 61 A, (1983), 25–33.

    Google Scholar 

  21. Smith C Ian, Structural Fire Engineering Design. The Structural Engineer, 65A (1987), 51–55.

    Google Scholar 

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© 1988 Springer Fachmedien Wiesbaden

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Purkiss, J.A. (1988). A Systems Approach for Fire Safety Engineering. In: Structural Safety Evaluation Based on System Identification Approaches. Vieweg+Teubner Verlag, Wiesbaden. https://doi.org/10.1007/978-3-663-05657-7_19

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  • DOI: https://doi.org/10.1007/978-3-663-05657-7_19

  • Publisher Name: Vieweg+Teubner Verlag, Wiesbaden

  • Print ISBN: 978-3-528-06313-9

  • Online ISBN: 978-3-663-05657-7

  • eBook Packages: Springer Book Archive

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