Table 1 Parameters for bending capacity.
From: Seismic behaviour analysis of a wind turbine tower affected by sea ice based on a simplified model
Physical quantity | Yielding moment \(M_{y}\)\(({\text{MN}}\;\;{\text{m}})\) | Yield curvature \(\phi_{y}\)\(\left( {{\text{m}}^{ - 1} } \right)\) | Limit bending moment \(M_{u}\)\(({\text{MN}}\;\;{\text{m}})\) | Ultimate curvature \(\phi_{u}\) \(\left( {{\text{m}}^{ - 1} } \right)\) | Curvature ductility factor \(\phi_{u} /\phi_{y}\) |
|---|---|---|---|---|---|
Values | 30.6 | 0.0007 | 40.56 | 0.0146 | 15.87 |
