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Imperfections in steel plated structures - should we straighten their plate elements?
SYS 0333187 LBL 01987^^^^^2200337^^^450 005 20240111140729.9 100 $a 20100308d m y slo 03 ba 101 0-
$a eng $d eng 102 $a SE 200 1-
$a Imperfections in steel plated structures - should we straighten their plate elements? 215 $a 4 s. $c C 300 $a CIDEAS No. 1M0579 - MŠk 463 -1
$1 001 cav_un_epca*0333186 $1 010 $a 91-7127-058-2 $1 200 1 $a Proc. of Int. 11th Nordic Steel Construction Conference $v S. 552-555 $1 210 $a Malmö $c Lulel University of Technology $d 2009 $1 702 1 $a Lagerqvist $b O. $4 340 610 0-
$a imperfections 610 0-
$a thin-wall 610 0-
$a ANSYS 700 -1
$3 cav_un_auth*0015530 $a Kala $b Z. $y CZ $4 070 701 -1
$3 cav_un_auth*0021046 $a Kala $b J. $y CZ $4 070 701 -1
$3 cav_un_auth*0084199 $a Melcher $b J. $y CZ $4 070 701 -1
$3 cav_un_auth*0101821 $a Škaloud $b Miroslav $p UTAM-F $w Theoretical and Applied Mechanics $z G $4 070 $T Ústav teoretické a aplikované mechaniky AV ČR, v. v. i. 701 -1
$a Omishore $b A. $y CZ $4 070 856 $q textový soubor
Number of the records: 1