Local buckling of RHS members under biaxial bending and axial force
The authors of this paper gratefully acknowledge the financial support provided by the Research Fund for Coal and Steel project RFCS-2015-709892, “Overall Slenderness Based Direct Design for Strength and Stability of Innovative Hollow Sections – HOLLOSSTAB”.
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2018
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10362/46020 |
| País: | Portugal |
| Oai: | oai:run.unl.pt:10362/46020 |