| Record ID | marc_columbia/Columbia-extract-20221130-031.mrc:16782084:3596 |
| Source | marc_columbia |
| Download Link | /show-records/marc_columbia/Columbia-extract-20221130-031.mrc:16782084:3596?format=raw |
LEADER: 03596cam a2200709Ia 4500
001 15064326
005 20220521230629.0
006 m o d
007 cr cn|||||||||
008 030730s1996 enka ob 001 0 eng d
035 $a(OCoLC)ocm52751497
035 $a(NNC)15064326
040 $aN$T$beng$epn$cN$T$dYDXCP$dOCLCG$dOCLCQ$dCAI$dIDEBK$dOCLCQ$dOCLCF$dOCLCO$dOCLCQ$dTYFRS$dOCLCQ$dYDX$dOCLCQ$dUX1$dUKAHL$dK6U$dOCLCO$dSFB$dOCLCO
019 $a276803265$a1000433999$a1260355893
020 $a0585461007$q(electronic bk.)
020 $a9780585461007$q(electronic bk.)
020 $a0203474686$q(electronic bk.)
020 $a9780203474686$q(electronic bk.)
020 $z041918760X$q(Cloth)
020 $a9780429177606$q(electronic bk.)
020 $a0429177607$q(electronic bk.)
020 $z9780419187608
035 $a(OCoLC)52751497$z(OCoLC)276803265$z(OCoLC)1000433999$z(OCoLC)1260355893
050 4 $aTA658.44$b.M398 1996eb
072 7 $aTEC$x009120$2bisacsh
082 04 $a624.1/762$220
049 $aZCUA
100 1 $aMazzolani, Federico M.
245 10 $aTheory and design of seismic resistant steel frames /$cF.M. Mazzolani and V. Piluso.
250 $a1st ed.
260 $aLondon ;$aNew York :$bE & FN Spon,$c1996.
300 $a1 online resource (xvii, 497 pages) :$billustrations
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
504 $aIncludes bibliographical references and index.
588 0 $aPrint version record.
505 0 $a1. Basic seismic design criteria -- 2. Global ductility of MR frames -- 3. Local ductility of beams and beam-columns -- 4. Evaluation of the q-factor -- 5. Overall stability effects -- 6. Behaviour of connections -- 7. Seismic behaviour of semirigid frames -- 8. Structural regularity -- 9. Influence of random material variability -- 10. Influence of claddings.
520 8 $aAnnotation$bA state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. Much more than a simple background volume, it gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. It contains new material which cannot be found in any standard reference book on seismic engineering.
650 0 $aEarthquake resistant design.
650 0 $aEarthquake engineering.
650 0 $aSteel, Structural.
650 0 $aStructural frames.
650 6 $aConception parasismique.
650 6 $aGénie parasismique.
650 6 $aAcier de construction.
650 6 $aCharpentes.
650 7 $aseismic design.$2aat
650 7 $astructural steel.$2aat
650 7 $astructural frames.$2aat
650 7 $aTECHNOLOGY & ENGINEERING$xCivil$xEarthquake.$2bisacsh
650 7 $aEarthquake engineering.$2fast$0(OCoLC)fst00900825
650 7 $aEarthquake resistant design.$2fast$0(OCoLC)fst00900877
650 7 $aSteel, Structural.$2fast$0(OCoLC)fst01132810
650 7 $aStructural frames.$2fast$0(OCoLC)fst01135685
653 0 $aStructures$aEffects of$aEarthquakes
655 0 $aElectronic books.
655 4 $aElectronic books.
700 1 $aPiluso, V.$q(Vincenzo)
776 08 $iPrint version:$aMazzolani, Federico M.$tTheory and design of seismic resistant steel frames.$b1st ed.$dLondon ; New York : E & FN Spon, 1996$z041918760X$w(DLC) 95067903$w(OCoLC)34933595
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio15064326$zTaylor & Francis eBooks
852 8 $blweb$hEBOOKS