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KNOVEL_ocn794370441 |
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OCoLC |
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20231027140348.0 |
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120523s1993 enka fo 000 0 eng |
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|a AU@
|b eng
|e pn
|c AU@
|d KNOVL
|d OCLCO
|d OCLCQ
|d KNOVL
|d OCLCO
|d KNOVL
|d OCLCQ
|d BUF
|d OCLCF
|d CEF
|d RRP
|d UMR
|d WYU
|d MERER
|d OCLCQ
|d OCLCO
|d OCLCQ
|d OCLCO
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|a 896433284
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|a 9781613447369
|q (electronic bk.)
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|a 1613447361
|q (electronic bk.)
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|a AU@
|b 000049162835
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|a DEBSZ
|b 371513693
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|a GBVCP
|b 856594288
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|a NZ1
|b 14691161
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|a NZ1
|b 15753710
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|a NZ1
|b 15910467
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|a (OCoLC)794370441
|z (OCoLC)896433284
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|a TH9445.D75
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|a 622.82
|2 23
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|a UAMI
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|a Steel Construction Institute (Great Britain).
|b Fire and Blast Information Group.
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|a Fire resistant design of offshore topside structures /
|c Fire and Blast Information Group.
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3 |
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|a Technical note on Fire resistant design of offshore topside structures
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260 |
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|a [Ascot, Eng.] :
|b Steel Construction Institute,
|c 1993.
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300 |
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|a 1 online resource (110 pages) :
|b illustrations.
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336 |
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|a text
|b txt
|2 rdacontent
|
337 |
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|a computer
|b c
|2 rdamedia
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338 |
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|a online resource
|b cr
|2 rdacarrier
|
490 |
1 |
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|a FABIG technical note ;
|v 1
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|a "Technical note, no. 1, February 1993."
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|a "Technical notes and worked examples to compliment the IGN's Technical Note on Fire resistant design of offshore topside structures."
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520 |
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|a 'Section 4 of the Interim Guidance Notes for the Design and Protection of Topside Structures against Explosion and Fire (IGN) gives design guidance for fire resistance. This Technical Note is intended to compliment that section in a number of subject areas and offers more commentary, particularly with regard to the analysis methods. Worked examples are also included. It is intended that this document should not duplicate the IGN, although for clarity it is inevitable that parts will. The scope of this document is only intended to cover the following sections of the IGN: Section 4.4 - Determination of Component Temperatures Section 4.6 - Response to Fire Effects"--Knovel.
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590 |
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|a Knovel
|b ACADEMIC - Oil & Gas Engineering
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590 |
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|a Knovel
|b ACADEMIC - Fire Protection Engineering & Emergency
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650 |
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0 |
|a Drilling platforms
|x Fires and fire prevention.
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650 |
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0 |
|a Offshore structures
|x Fires and fire prevention.
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650 |
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0 |
|a Drilling platforms
|x Design and construction.
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650 |
|
0 |
|a Offshore structures
|x Design and construction.
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650 |
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0 |
|a Steel, Structural
|x Effect of high temperatures on.
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650 |
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0 |
|a Steel, Structural
|x Effect of explosion on.
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650 |
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0 |
|a Blast effect.
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650 |
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6 |
|a Plateformes de forage
|x Incendies et prévention des incendies.
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650 |
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6 |
|a Structures offshore
|x Incendies et prévention des incendies.
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650 |
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6 |
|a Acier de construction
|x Effets des hautes températures sur.
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650 |
|
6 |
|a Effet de souffle.
|
650 |
|
7 |
|a Blast effect
|2 fast
|
650 |
|
7 |
|a Drilling platforms
|x Design and construction
|2 fast
|
650 |
|
7 |
|a Drilling platforms
|x Fires and fire prevention
|2 fast
|
650 |
|
7 |
|a Offshore structures
|x Design and construction
|2 fast
|
650 |
|
7 |
|a Offshore structures
|x Fires and fire prevention
|2 fast
|
710 |
2 |
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|a Steel Construction Institute (Great Britain)
|
810 |
1 |
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|a Steel Construction Institute (Great Britain).
|b Fire and Blast Information Group.
|t FABIG technical note ;
|v 1.
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpFRDOTSF3/toc
|z Texto completo
|
994 |
|
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|a 92
|b IZTAP
|