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Buckling Resistance of Two-Segment Stepped Steel Columns
Columns of stepwise variable bending stiffness are encountered in the engineering practice quite often. Two different load cases can be distinguished: firstly, the axial force acting only at the end of the column; secondly, besides the force acting at the end, the additional force acting at the plac...
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| Gepubliceerd in: | Materials (Basel) |
|---|---|
| Hoofdauteurs: | , , |
| Formaat: | Artigo |
| Taal: | Inglês |
| Gepubliceerd in: |
MDPI
2021
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| Onderwerpen: | |
| Online toegang: | https://ncbi.nlm.nih.gov/pmc/articles/PMC7926504/ https://ncbi.nlm.nih.gov/pubmed/33672203 https://ncbi.nlm.nih.govhttp://dx.doi.org/10.3390/ma14041046 |
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