*001874739
*00520250613141141.0
*007ta
*008120806s1997    no            000 u eng
*00901339cam a2200313 c 4500
*019  $bl
*020  $a8259589753
*035  $a(EXLNZ-47BIBSYS_NETWORK)999728902114702201
*035  $a(NO-LaBS)13530714(bibid)
*035  $a(NO-TrBIB)972890211
*035  $a972890211-47bibsys_network
*040  $aNO-OsNB$bnob$ekatreg
*080  $a624.034.012.4
*080  $a624.034.4:519.65
*080  $a626/627
*1001 $aHolthe, Kjell$0(NO-TrBIB)90223115$_12133700
*24510$aGlobal structural response$cK. Holthe, L. Hanssen
*260  $aTrondheim$bSINTEF, Civil and Environmental Engineering, Structural Engineering$c1997
*300  $a1 b. (flere pag.)$bill.
*490  $aSleipner A GBS loss$vReport 5
*4901 $aSINTEF report / SINTEF, Civil and Environmental Engineering, Structural Engineering$vSTF22 A97725
*650 7$aMarine betongkonstruksjoner$2tekord$_188089000
*650 7$aMarine konstruksjoner$xElementmetoden$2tekord$_187679100
*7001 $aHanssen, Lars$0(NO-TrBIB)90281770$_66773500
*7102 $aSINTEF$bKonstruksjonsteknikk/FCB$0(NO-TrBIB)90576194$_29757100
*7102 $aSINTEF$bSement og betong$0(NO-TrBIB)90920522$_26409300
*830  $aSleipner A GBS loss$vReport 5$_171761500
*830 0$aSINTEF rapport (SINTEF. Konstruksjonsteknikk/FCB : trykt utg.)$vSTF22 A97725$w999203918504702201$_14408300
*901  $a80
*999  $aoai:nb.bibsys.no:999728902114702202$b2021-11-14T20:55:46Z$z999728902114702202
^