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...
Uloženo v:
| Hlavní autoři: | , |
|---|---|
| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Wiley
2023-01-01
|
| Edice: | Japan Architectural Review |
| Témata: | |
| On-line přístup: | https://doi.org/10.1002/2475-8876.12355 |
| Tagy: |
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
|