*001402200
*00520230312152647.0
*007cr
*007ta
*008110826s1990    xx#           000 0 eng
*00901337cam a2200325 c 4500
*019  $bl
*020  $a8259561190
*035  $a(EXLNZ-47BIBSYS_NETWORK)999010480894702201
*035  $a(NO-LaBS)13402111(bibid)
*035  $a(NO-TrBIB)102142920
*035  $a(NO-TrBIB)901048089
*035  $a901048089-47bibsys_network
*040  $aNO-OsNB$bnob$ekatreg
*080  $a624.012.45
*080  $a624.073
*080  $a624.073:620.17
*1001 $aThorenfeldt, Erik$d1939-$0(NO-TrBIB)90081039$_26770600
*24510$aDesign model for cracked concrete shells$cErik Thorenfeldt, Andrzej Tomaszewicz$nTest series$p1.2: Large panels : reinforced concrete panels under uniaxial tension
*260  $aTrondheim$bForskningsinstituttet for cement og betong$c1990
*300  $a139 bl.$bfig.
*4901 $aSINTEF report$vSTF65 A90031
*533  $aElektronisk reproduksjon$b[Norge]$cNasjonalbiblioteket Digital$d2010-08-19
*650 7$aPlater$xArmert betong$2tekord$_187064100
*650 7$aPlater$xBelastningsprøver$2tekord$_189538600
*7001 $aTomaszewicz, Andrzej$0(NO-TrBIB)90063793$_21398900
*830 0$aSINTEF rapport (Forskningsinstituttet for cement og betong ved NTH)$vSTF65 A90031$w998511444204702201$_22914300
*85641$3Fulltekst$uhttps://urn.nb.no/URN:NBN:no-nb_digibok_2010081908080$yNettbiblioteket$zDigital representasjon
*901  $a80
*999  $aoai:nb.bibsys.no:999010480894702202$b2021-11-14T20:17:51Z$z999010480894702202
^