LEADER 01875nam  2200433z- 450 
001 9910346779503321
005 20210212
010   $a1000047608
035   $a(CKB)4920000000100728
035   $a(oapen)https://directory.doabooks.org/handle/20.500.12854/61146
035   $a(oapen)doab61146
035   $a(EXLCZ)994920000000100728
100   $a20202102d2015      |y         0
101 0 $ager
135   $aurmn|---annan
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aTragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
210   $cKIT Scientific Publishing$d2015
215   $a1 online resource (getr. Za?hlung p.)
225 1 $aBerichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
311 08$a3-7315-0398-0 
330   $aThis work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal section to a round section is presented. Thereby the bearing behavior as a shell and the influence of imperfections are considered.
606   $aTechnology: general issues$2bicssc
610   $aplate buckling
610   $aPlattenbeulen
610   $apolygonal
610   $aSchalenbeulensteel pole
610   $ashell buckling
610   $aStabilita?t
610   $astability
610   $aStahlmast
615  7$aTechnology: general issues
700   $aReinke$b Thomas$4auth$01322419
906   $aBOOK
912   $a9910346779503321
996   $aTragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten$93034978
997   $aUNINA