*001695815
*00520250613140512.0
*007cr
*007ta
*008090519s1995    no            000 0 eng d
*00901081cam a2200229 c 4500
*019  $bl
*035  $a(EXLNZ-47BIBSYS_NETWORK)999601508384702201
*035  $a(NO-LaBS)20624575(bibid)
*035  $a(NO-TrBIB)092486819
*035  $a(NO-TrBIB)960150838
*035  $a960150838-47bibsys_network
*040  $aNO-TrBIB$bnob$ekatreg
*1001 $aStemland, Hans$d1952-$0(NO-TrBIB)90058365$_21124700
*245  $aAppendices
*260  $aTrondheim$bSINTEF, Structures and Concrete$c1995
*300  $a1 b. (flere pag.)
*490  $aHigh strength concrete phase 3, Report 5.1, Fatigue in compression under stress gradients
*533  $aElektronisk reproduksjon$b[Norge]$cNasjonalbiblioteket Digital$d2009-05-08
*800  $aStemland, Hans, 1952-$tHigh strength concrete phase 3, Report 5.1, Fatigue in compression under stress gradients$w(NO-LaBS)458085(tnr)$_172736700
*85641$3Fulltekst$uhttps://urn.nb.no/URN:NBN:no-nb_digibok_2009050804041$yNettbiblioteket$zDigital representasjon
*901  $a80
*999  $aoai:nb.bibsys.no:999601508384702202$b2021-11-14T20:42:47Z$z999601508384702202
^