Page Comparison

D

 Strength Excess Coefficient

D _alt

 Strength Excess Coefficient applied to the lower part of the building

D

_üst

 Strength Excess Coefficient applied to the lower part of the building

R

 Carrier System Behavior Coefficient

R _alt

 Structural System Behavior Coefficient applied to the lower part of the building

(R _a ) _alt

 Earthquake Load Reduction Coefficient applied to the lower part of the building

(R _a ) _{n, alt}

Earthquake Load Reduction Coefficient  applied to the lower part of the building in nth vibration mode

R

_üst

 Structural System Behavior Coefficient applied to the lower part of the building

( R _a )

_üst

 Earthquake Load Reduction Coefficient applied to the upper part of the building

(R _a ) _n,

_üst

Earthquake Load Reduction Coefficient  applied to the upper part of the building in the nth vibration mode

T

 Natural vibration period

T_n

 Natural vibration period of the nth mode

T_p^(X)

 (X) the dominant natural vibration period of the building in the direction of the earthquake

ν_n^(X)

 The coefficient used in the calculation of the equivalent earthquake load reduction coefficient applied in the nth mode for the lower part of the building

ν _alt ^(X)

 Coefficient used to calculate the reduced internal forces caused by the vibration of the lower part of the building itself

ν _n,

_alt^(X)

 Coefficient used to calculate the reduced internal forces from the vibration of the lower part of the building itself in the nth mode

ν_üst^(X)

 Coefficient used to calculate the internal forces transferred from the upper to the lower part of the building

ν _n,

_üst^(X)

 Coefficient used to calculate the internal forces transferred from the upper to the lower part of the building in the nth mode