LEADER 00863nam0-22002891i-450- 001 990000883330403321 005 20001010 035 $a000088333 035 $aFED01000088333 035 $a(Aleph)000088333FED01 035 $a000088333 100 $a20001010d--------km-y0itay50------ba 101 0 $aita 105 $ay-------001yy 200 1 $aElastic Instability Analysis of Buckling Modes and Loads of Framed Structures 210 $aLondon$cF.N. spon limited$d1967. 215 $ap.354$cill.$dcm 22 610 0 $aTeoria della Stabilita 700 1$aGregory,$bMalcolm$043222 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990000883330403321 952 $a03 TS.0,20$b1910$fIINTC 959 $aIINTC 996 $aElastic Instability Analysis of Buckling Modes and Loads of Framed Structures$9356421 997 $aUNINA DB $aING01 LEADER 01207nam2 22003131i 450 001 UON00107431 005 20231205102621.678 100 $a20020107f |0itac50 ba 101 $achi 102 $aTW 105 $a|||| 1|||| 200 1 $aJin chuan suo ji$fLi Xinheng 210 $aTaibei$cGongwen shuju$d[19..] 215 $a1 v.$d19 cm 316 $aEx inv. YS 407$5IT-UONSI T.C.A/058 461 1$1001UON00107279$12001 $aShiliao congbian$1210 $aTaibei$cGongwen shuju$d[19..]$1215 $av.$d19 cm 606 $aCINA$xStoria$3UONC001682$2FI 620 $dTaipei$3UONL000076 686 $aT.C.A$cTesti cinesi - Storia$2A 700 0$aLI Xinheng$3UONV068500$0635480 712 $aGong Wen Shu$3UONV261375$4650 790 0$aLI Hsin-Heng$zLI Xinheng$3UONV068502 801 $aIT$bSOL$c20240220$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00107431 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI T.C. A 058 $eSI SA 96983 7 058 Ex inv. YS 407 966 $aSHANGHAI (CINA) - STORIA$yCINA - Storia$3UONC007998 996 $aJin chuan suo ji$91207224 997 $aUNIOR