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MARC Record from marc_columbia

Record ID marc_columbia/Columbia-extract-20221130-024.mrc:61473281:2882
Source marc_columbia
Download Link /show-records/marc_columbia/Columbia-extract-20221130-024.mrc:61473281:2882?format=raw

LEADER: 02882cam a2200481Mi 4500
001 11608239
005 20190310094009.0
006 m o d
007 cr cnu||||||||
008 040512s2002 enka ob 000 u eng
019 $a896285731
020 $a9781613447420$q(electronic bk.)
020 $a1613447426$q(electronic bk.)
035 $a(OCoLC)ocn794360790
035 $a(NNC)11608239
035 $a(OCoLC)794360790$z(OCoLC)896285731
040 $aAU@$beng$epn$cAU@$dKNOVL$dOCLCQ$dKNOVL$dOCLCF$dKNOVL$dOCLCQ$dDXU$dOCLCQ$dUAB$dBUF$dOCLCQ$dCEF$dRRP$dUMR$dMERER$dOCLCQ
050 4 $aTA654.7
082 04 $a624.176$223
110 2 $aFire and Blast Information Group (Firm)
245 10 $aSimplified methods for analysis of response to dynamic loading /$cFire and Blast Information Group.
246 14 $aTechnical note and worked examples to supplement the interim guidance notes for the design and protection of topside structures against explosion and fire
260 $aAscot :$bSteel Construction Institute,$c2002.
300 $a1 online resource (v, 50 pages) :$billustrations.
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
490 1 $aTechnical note ;$v7
500 $a"This note was compiled by Fadi H. Hamdan. It is based on the work that was carried out by Bassam A. Izzuddin."
504 $aIncludes bibliographical references (page 50).
520 $a'This Technical Note describes the development and verification of a new SDOF model for steel members subject to explosion loading. This document addresses some of the shortcomings of the Biggs method for the response analysis of structures to dynamic loading in general, and to blast loading in particular. A new SDOF model has been developed, which is sophisticated enough to capture the main effects ignored by Biggs, but simple enough for practical application in a design office environment. This Note provides an overview of the problem characteristics as well as the formulation method used in developing the new SDOF method. The details of the new model are then provided, mainly in the form of parametric tables, covering both the bending and catenary states of the elasto-plastic member response."--Knovel.
650 0 $aBlast effect.
650 0 $aBuildings$xBlast effects.
650 0 $aMaterials$xDynamic testing.
650 7 $aBlast effect.$2fast$0(OCoLC)fst00834155
650 7 $aBuildings$xBlast effects.$2fast$0(OCoLC)fst00840979
650 7 $aMaterials$xDynamic testing.$2fast$0(OCoLC)fst01011808
655 4 $aElectronic books.
700 1 $aHamdan, Fadi.
700 1 $aIzzuddin, Bassam A.
830 0 $aTechnical note (Fire and Blast Information Group) ;$v7.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio11608239$zACADEMIC - Oil & Gas Engineering
852 8 $blweb$hEBOOKS