| Record ID | marc_columbia/Columbia-extract-20221130-031.mrc:64301558:3837 |
| Source | marc_columbia |
| Download Link | /show-records/marc_columbia/Columbia-extract-20221130-031.mrc:64301558:3837?format=raw |
LEADER: 03837cam a2200709 a 4500
001 15076154
005 20221112230835.0
006 m o d
007 cr cnu---unuuu
008 090715s2009 flua ob 001 0 eng d
035 $a(OCoLC)ocn425324972
035 $a(NNC)15076154
040 $aHNK$beng$epn$cHNK$dWAU$dN$T$dOCLCQ$dYDXCP$dEBLCP$dHS0$dIDEBK$dCEF$dE7B$dIBI$dOCLCQ$dOCLCF$dCDX$dOCLCQ$dCRCPR$dOCLCQ$dMERUC$dS3O$dDEBSZ$dOCLCQ$dUIU$dPIFBY$dOTZ$dOCLCQ$dUAB$dERL$dOCLCQ$dUPM$dNLE$dAU@$dUKMGB$dWYU$dS9I$dYDX$dLEAUB$dOCLCQ$dOCLCO$dOCLCQ
015 $aGBB7B0568$2bnb
016 7 $a018393467$2Uk
019 $a456187447$a497006200$a536247318$a646833064$a712985963$a779921963$a991937767$a994970037$a1031041724$a1063012286
020 $a0203875494$q(electronic bk.)
020 $a9780203875490$q(electronic bk.)
020 $a9780415548281
020 $a0415548284
020 $a9781135997809
020 $a1135997802
020 $a9781135997755
020 $a1135997756
020 $a9781135997793
020 $a1135997799
024 7 $a10.1201/9780203875490$2doi
035 $a(OCoLC)425324972$z(OCoLC)456187447$z(OCoLC)497006200$z(OCoLC)536247318$z(OCoLC)646833064$z(OCoLC)712985963$z(OCoLC)779921963$z(OCoLC)991937767$z(OCoLC)994970037$z(OCoLC)1031041724$z(OCoLC)1063012286
037 $a229379$bMIL
050 4 $aTH1088.56$b.F73 2009eb
072 7 $aTEC$x005000$2bisacsh
082 04 $a693.8/2$222
049 $aZCUA
100 1 $aFranssen, Jean-Marc.
245 10 $aDesigning steel structures for fire safety /$cJean-Marc Franssen, Venkatesh Kodur, Raul Zaharia.
260 $aBoca Raton :$bCRC Press,$c©2009.
300 $a1 online resource (xxii, 162 pages) :$billustrations
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
347 $adata file
500 $a"A Balkema book."
504 $aIncludes bibliographical references (pages 155-160) and index.
588 0 $aPrint version record.
505 0 $aChapter 1 -- INTRODUCTION -- chapter 2 -- MECHANICAL LOADING -- chapter 3 -THERMALACTION -- chapter 4 -TEMPERATURE IN STEEL SECTIONS -- chapter 5 -- MECHANICALANALYSIS -- chapter 6 -- JOINTS -- chapter 7 -ADVANCED CALCULATION MODELS -- chapter 8 -- DESIGN EXAMPLES.
520 $aStructural design in fire conditions is conceptually similar to structural design in normal temperature conditions, but often more difficult because of internal forces induced by thermal expansion, strength reduction due to elevated temperatures, and numerous other factors. In recent years there has been a growing interest in the development of codes and standards for evaluating fire resistance of structures, such as the Eurocodes. Designing Steel Structures for Fire Safety provides guidance for those wishing to apply engineering methodologies for fire design of steel structures. T.
650 0 $aBuilding, Fireproof.
650 0 $aBuilding, Iron and steel.
650 6 $aConstruction à l'épreuve du feu.
650 6 $aConstruction métallique.
650 7 $afire-resistive construction.$2aat
650 7 $aTECHNOLOGY & ENGINEERING$xConstruction$xGeneral.$2bisacsh
650 7 $aBuilding, Fireproof.$2fast$0(OCoLC)fst00840907
650 7 $aBuilding, Iron and steel.$2fast$0(OCoLC)fst00840918
650 7 $aJärn som byggnadsmaterial.$2sao
650 7 $aKonstruktionsstål.$2sao
650 7 $aBrandsäkerhet.$2sao
700 1 $aKodur, Venkatesh.
700 1 $aZaharia, Raul.
776 08 $iPrint version:$aFranssen, Jean-Marc.$tDesigning steel structures for fire safety.$dBoca Raton : CRC Press/Balkema, ©2009$z9780415548281$w(DLC) 2009006378$w(OCoLC)310224879
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15076154$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS