Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
This 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 sec...
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| Format: | Book Chapter |
| Published: |
KIT Scientific Publishing
2015
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| Online Access: | Get Fullteks DOAB: description of the publication |
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Get FullteksDOAB: description of the publication
3rd Floor Main Library
| Call Number: |
A1234.567 |
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| Copy 1 | Available |