Tower bottom bending moment My spectrum, blade azimuth deg, wave misalignment γ1=30 γ2=90 deg, Sea State B, Tower bottom bending moment Mx spectrum, blade azimuth deg, wave misalignment γ1=30 γ2=0 deg, Sea State B Tower bottom bending moment Mx spectrum, blade azimuth deg, wave misalignment γ1=90 γ2=90 deg, Sea State B bottom shear force Fy spectrum, blade azimuth deg, wave misalignment deg, Sea γ1=90 γ2=90 State B [1] Faltinsen OM. Sea loads on ships and offshore structures: Cambridge Univ Pr; 1993.
Tower bottom bending moment My spectrum, blade azimuth γ1=30 deg, wave misalignment γ2=90 deg, Sea State B, Tower bottom bending moment Mx spectrum, blade azimuth γ1=30 deg, wave misalignment γ2=0 deg, Sea State B Tower bottom bending moment Mx spectrum, blade azimuth γ1=90 deg, wave misalignment γ2=90 deg, Sea State B bottom shear force Fy spectrum, blade azimuth γ1=90 deg, wave misalignment γ2=90 deg, Sea State B [1] Faltinsen OM. Sea loads on ships and offshore structures: Cambridge Univ Pr; 1993.
Comparison%20between%20feathered%20and%20seized%20cases.docx