MARC Record from marc_columbia

LEADER: 03190cam a2200541Mi 4500
001 11728350
005 20190310094109.0
006 m o d
007 cr cnu||||||||
008 141111s1993 enka fo 000 0 eng
019 $a896433284
020 $a9781613447369$q(electronic bk.)
020 $a1613447361$q(electronic bk.)
035 $a(OCoLC)ocn794370441
035 $a(NNC)11728350
035 $a(OCoLC)794370441$z(OCoLC)896433284
040 $aAU@$beng$epn$cAU@$dKNOVL$dOCLCO$dOCLCQ$dKNOVL$dOCLCO$dKNOVL$dOCLCQ$dBUF$dOCLCF$dCEF$dRRP$dUMR$dWYU$dMERER$dOCLCQ
050 4 $aTH9445.D75
082 04 $a622.82$223
110 2 $aFire and Blast Information Group (Firm)
245 10 $aFire resistant design of offshore topside structures /$cFire and Blast Information Group.
246 3 $aTechnical note on Fire resistant design of offshore topside structures
260 $a[Ascot, Eng.] :$bSteel Construction Institute,$c1993.
300 $a1 online resource (110 pages) :$billustrations.
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
490 1 $aFABIG technical note ;$v1
500 $a"Technical note, no. 1, February 1993."
500 $a"Technical notes and worked examples to compliment the IGN's Technical Note on Fire resistant design of offshore topside structures."
520 $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.
650 0 $aDrilling platforms$xFires and fire prevention.
650 0 $aOffshore structures$xFires and fire prevention.
650 0 $aDrilling platforms$xDesign and construction.
650 0 $aOffshore structures$xDesign and construction.
650 0 $aSteel, Structural$xEffect of high temperatures on.
650 0 $aSteel, Structural$xEffect of explosions on.
650 0 $aBlast effect.
650 7 $aBlast effect.$2fast$0(OCoLC)fst00834155
650 7 $aDrilling platforms$xDesign and construction.$2fast$0(OCoLC)fst00898140
650 7 $aDrilling platforms$xFires and fire prevention.$2fast$0(OCoLC)fst00898144
650 7 $aOffshore structures$xDesign and construction.$2fast$0(OCoLC)fst01044398
650 7 $aOffshore structures$xFires and fire prevention.$2fast$0(OCoLC)fst01044405
655 4 $aElectronic books.
710 2 $aSteel Construction Institute (Great Britain)
810 2 $aFire and Blast Information Group (Firm).$tFABIG technical note ;$v1.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio11728350$zACADEMIC - Oil & Gas Engineering
852 8 $blweb$hEBOOKS