Local-overall flexural interaction of pinned-ended thin-walled I-section columns
The structural performance of thin-walled compression members are subject to the effects of local buckling, interaction between buckling modes, loading end conditions and material yielding and that due to these effects the compressive carrying capability of thin-walled members can be significantly d...
| Autors principals: | , , , |
|---|---|
| Format: | Article |
| Idioma: | English |
| Publicat: |
Trans Tech Publications
2014
|
| Accés en línia: | http://psasir.upm.edu.my/id/eprint/34397/1/Local-overall%20flexural%20interaction%20of%20pinned-ended%20thin-walled%20I-section%20columns.pdf |