Stability and Resistance of Steel Continuous Beams with Thin-Walled Box Sections
The issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at longitudinal stress variation. Critical stress of the...
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| Hauptverfasser: | , |
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Polish Academy of Sciences
2018-12-01
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| Schriftenreihe: | Archives of Civil Engineering |
| Schlagworte: | |
| Online-Zugang: | http://www.degruyter.com/view/j/ace.2018.64.issue-4/ace-2018-0048/ace-2018-0048.xml?format=INT |
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