*001525760
*00520250613131244.0
*007ta
*008060621s1992    no            000 0 eng
*00901117cam a2200265 c 4500
*019  $bl
*020  $a8259572729
*035  $a(EXLNZ-47BIBSYS_NETWORK)999214303024702201
*035  $a(NO-LaBS)13472637(bibid)
*035  $a(NO-TrBIB)921430302
*035  $a921430302-47bibsys_network
*040  $aNO-OsNB$bnob$ekatreg
*080  $a691.32:620.17
*1001 $aBjerkeli, Lars$0(NO-TrBIB)90289027$_21141800
*24510$aHigh strength concrete :$bSP1 - beams and columns$cLars Bjerkeli$nReport 1.1$pDuctility of spirally reinforced columns
*260  $aTrondheim$bSINTEF, Cement and Concrete Research Institute$c1992
*300  $ai, 59, [17] bl.$bill.
*4901 $aSINTEF report$vSTF70 A92120
*533  $aElektronisk reproduksjon$b[Norge]$cNasjonalbiblioteket Digital$d2016-09-05
*650 7$aBetong$xBelastningsprøver$2tekord$_187035700
*650 7$aBetong$xStrekkfasthet$2tekord$_188958200
*830 0$aSINTEF rapport (SINTEF. Konstruksjonsteknikk/FCB : trykt utg.)$vSTF70 A92120$w999203918504702201$_14408300
*85641$3Fulltekst$uhttps://urn.nb.no/URN:NBN:no-nb_digibok_2016090508086$yNettbiblioteket$zDigital representasjon
*901  $a80
*999  $aoai:nb.bibsys.no:999214303024702202$b2021-11-14T20:27:52Z$z999214303024702202
^