Elastic coupled local buckling strength of I‐shaped steel member in uniform bending
Abstract This research aims to theoretically derive a closed‐form evaluation formula for the coupled local buckling strength of I‐shaped steel members under uniform bending. Power trigonometric functions are used to devise a particular displacement function. Because the function is fast‐converging c...
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| Hoofdauteurs: | , |
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| Formaat: | Artigo |
| Taal: | Inglês |
| Gepubliceerd in: |
Wiley
2023-01-01
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| Reeks: | Japan Architectural Review |
| Onderwerpen: | |
| Online toegang: | https://doi.org/10.1002/2475-8876.12355 |
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