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2023-12-29

Расчетный упругий горизонтальный сдвиг Ve, коэффициент NBC 2015

Additional factor to be applied to the design elastic base shear, Ve, according to NBC 2015

Max2S(0,2)3S(Ta)≤1,0,S(0,5)S(Ta)≤1,0 

S(0.2)

Design spectral response acceleration for a period of T = 0.2 sec

S(0.5)

Design spectral response acceleration for a period of T = 0.5 sec

S(Ta)

Design spectral response acceleration for the fundamental lateral period of vibration of the structure in the direction under consideration
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