LEADER 00955cam0-2200325---450- 001 990008340240403321 005 20061219114709.0 010 $a88-7080-049-0 035 $a000834024 035 $aFED01000834024 035 $a(Aleph)000834024FED01 035 $a000834024 100 $a20060607d1985----km-y0itay50------ba 101 0 $aita 102 $aIT 105 $aa-------001yy 200 1 $aDel riscaldamento con camini$ereprint di testi e tavole dal Trattato generali di costruzioni civili$fGustav Adolf Breymann 210 $aMilano$cDi Baio$dc1985 215 $a[32] c.$cill.$d31 cm 610 0 $aRiscaldamento 700 1$aBreymann,$bGustav Adolf$f<1807-1859>$0321939 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990008340240403321 952 $aTECN C 228$b2979$fFARBC 952 $a232012$b1200$fDCATA 959 $aFARBC 959 $aDCATA 996 $aDel riscaldamento con camini$9721094 997 $aUNINA LEADER 01065nam0-22003371i-450- 001 990003859060403321 005 20041102112240.0 035 $a000385906 035 $aFED01000385906 035 $a(Aleph)000385906FED01 035 $a000385906 100 $a20030910d1971----km-y0itay50------ba 101 0 $aeng 102 $aGB 105 $aa-------001yy 200 1 $aInternational big business$e1957-1967$ea study of comparative growth$fby Robert Rowthorn$gin collaboration with Stephen Hymer 210 $aCambridge$cCambridge University Press$d1971 215 $aVIII, 108 p.$cill.$d24 cm 225 1 $aOccasional paper$fUniversity of Cambridge. Department of applied economics$v24 610 0 $aGrandi imprese 676 $aG/3.341 700 1$aRowthorn,$bBob$077882 702 1$aHymer,$bStephen 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990003859060403321 952 $aG/3.341 ROW/1$b2939/I$fSES 952 $aG/3.341 ROW$b3032/I$fSES 959 $aSES 996 $aInternational big business$9515185 997 $aUNINA LEADER 02020nam 2200457Ia 450 001 9910701260503321 005 20120618131509.0 035 $a(CKB)5470000002416452 035 $a(OCoLC)795713165 035 $a(EXLCZ)995470000002416452 100 $a20120618d2011 ua 0 101 0 $aeng 135 $aurmn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aDeformation behavior of welded steel sandwich panels under quasi-static loading$b[electronic resource] /$f[D.Y. Jeong ... [and others]] 210 1$aWashington, DC :$cU.S. Dept. of Transportation, Federal Railroad Administration, Office of Railroad Policy and Development,$d[2011] 215 $a1 online resource (vi, 63 pages) $cillustrations (some color) 300 $aTitle from title screen (viewed on June 18, 2012). 300 $a"March 2011." 300 $a"Final report." 300 $a"Performing organization, U.S. Department of Transportation, John A. Volpe National Transportation Systems Center, Research and Innovative Technology Administration"--Rept. documentation p. 300 $a"DOT/FRA/ORD-11/06." 300 $a"DOT-VNTSC-FRA-10-08"--Rept. documentation p. 320 $aIncludes bibliographical references (pages 41-43). 606 $aWelded steel structures$xDesign and construction 606 $aSteel, Structural$xWelding 606 $aSandwich construction 615 0$aWelded steel structures$xDesign and construction. 615 0$aSteel, Structural$xWelding. 615 0$aSandwich construction. 701 $aJeong$b D. Y$g(David Y.)$01380674 712 02$aUnited States.$bFederal Railroad Administration.$bOffice of Railroad Policy and Development. 712 02$aJohn A. Volpe National Transportation Systems Center (U.S.) 801 0$bGPO 801 1$bGPO 906 $aBOOK 912 $a9910701260503321 996 $aDeformation behavior of welded steel sandwich panels under quasi-static loading$93499270 997 $aUNINA