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Determination of Modal Pseudo-Acceleration, Modal Displacement Increment and Cumulative Constant Scale CoefficientFactor

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Any mode in C Rn case of> 1 S as the earthquake data from (1) instead of C R S de (1) received. This situation is shown in the above equation. Since the earthquake data is taken from C Rn S as (1) , the and Their size should be calculated using (1) from C Rn S. In this case, the displacement, plastic deformation or internal force values ​​calculated for the last step (X) and (Y) are calculated for earthquake loads as shown in the following equation.

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