8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 65 Static pre-testing Dynamic pre-testing Anelastic analysis scenario All the ratios shown in the illustrations below are corresponding ratios printed in the issue. Let's take a closer look at the above cases: • Beams As regards the beams, two values shall be calculated for the deficiency indices λ at the beginning and at the end of the beam member: • Inadequacy indicators λ (Bending) for positive torque (+) • Inadequacy indicators λ (Bending) for negative torque (-) • Deficiency indices λ (Bending) Max (the maximum of the two above) Data behaviour • Indicators of inadequacy λ (Shear) for Ved/Vrdmax ratio • Indicators of inadequacy λ (Shear) for Ved/Vrd ratio • Indicators of inadequacy λ (Shear) Max • Pillars For columns, two values shall be calculated for the deficiency indices λ in the beginning and end of the member of the pillar: • Inadequacy indicators λ (Bending) for positive torque (+) y • Inadequacy indices λ (Bending) for negative torque (-) y • Inadequacy indicators λ (Bending) Max y (the maximum of the two above) • Inadequacy indicators λ (Bending) for positive torque (+) z • Inadequacy indices λ (Bending) for negative torque (-) z • Deficiency indices λ (Bending) Max z (the maximum of the two above) • Inadequacy indicators λ (Shear) for Ved/Vrdmax y ratio • Inadequacy indicators λ (Shear) for Ved/Vrd y ratio • Inadequacy indicators λ (Shear) Max y (the maximum of the two above) • Inadequacy indicators λ (Shear) for Ved/Vrdmax ratio z • Inadequacy indicators λ (Shear) for Ved/Vrd ratio z • Deficiency indices λ (Shear) Max z (the maximum of the two above) Data behaviour