LEADER 01045nam0-22003491i-450-
001 990007845490403321
005 20070301123359.0
010   $a88-8265-240-8
035   $a000784549
035   $aFED01000784549
035   $a(Aleph)000784549FED01
035   $a000784549
100   $a20031216d2003----km-y0itay50------ba
101 0 $aeng
102   $aIT
105   $aa---a---001yy
200 1 $aPublic portents in republican Rome$fby Susanne William Rasmussen
210   $aRoma$cL'Erma di Bretschneider$d2003
215   $a295 p.$cill.$d28 cm
225 1 $aAnalecta Romana Instituti Danici$iSupplementum$v34
610 0 $aDivinazione$aReligione romana
676   $a292.32$v21$zita
700  1$aRasmussen,$bSusanne William$0280961
801  0$aIT$bUNINA$gRICA$2UNIMARC
901   $aBK
912   $a990007845490403321
952   $aDirez. R-044$b07606 ddr$fDDR$m21-4512
952   $a292.32 RAS 1$bBibl.48536$fFLFBC
959   $aDDR
959   $aFLFBC
996   $aPublic portents in republican Rome$9671911
997   $aUNINA

LEADER 01342nam--2200385---450-
001 990001202910203316
005 20110221110439.0
035   $a000120291
035   $aUSA01000120291
035   $a(ALEPH)000120291USA01
035   $a000120291
100   $a20031017d1998----km-y0itay0103----ba
101 0 $aita
102   $aIT
105   $a||||||||001yy
200 1 $aAnalisi limite e non lineare di strutture in calcestruzzo armato$etecniche di calcolo manuale ed automatico$fa cura di P.G. Malrba
210   $aUdine$cCISM$dcopyr. 1998
215   $a549 p$d24 cm
225 2 $aCollana di ingegneria strutturale$fInternational centre for mechanical sciences$v10
410  0$1Collana di ingegneria strutturale$aInternational centre for mechanical sciences$v10
454  1$12001
461  1$1001-------$12001
606 0 $aStrutture di calcestruzzo armato$xCalcolo
676   $a624.1834
700  1$aMALERBA,$bP. G.$0556042
801  0$aIT$bsalbc$gISBD
912   $a990001202910203316
951   $a624.183 4 ANA$b10230 Ing.$c624.183 4
959   $aBK
969   $aTEC
979   $aSIAV2$b10$c20031017$lUSA01$h1802
979   $aPATRY$b90$c20040406$lUSA01$h1726
979   $aANNASEN$b90$c20110221$lUSA01$h1104
996   $aAnalisi limite e non lineare di strutture in calcestruzzo armato$9986131
997   $aUNISA