Seismic Effect
TBDY Section 5.2.1. Earthquake Effect
5.2.1.1 - Within the scope of Assessment and Design According to Shape Change , the earthquake effect to be taken as basis in the Repulsion Methods explained in 5.6 , the horizontal elastic design acceleration spectrum given in 2.3.4 or 2.4.1 , or earthquake ground motions scaled by selecting according to 2.5. will be considered as.
5.2.1.2 - Within the scope of Assessment and Design Based on Shape Change , the earthquake effect will be considered as earthquake ground motions that are selected and scaled according to 2.5 in the Nonlinear Calculation Method in the Time Domain , details of which are explained in 5.7 .
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