Parameters

NBC 105

IS 1893

BNBC 1993

GB-50011

Design Horizontal seismic force coefficient

CZIK

$Ah=\frac{ZISa}{2Rg}$

$S_a=\frac{ZIC}{R}$

$\alpha ={\left(\frac{Tg}{T}\right)}^{\gamma }\eta \text{2}\alpha \text{max}$

Different shape Building with same Height

0.08

0.103

0.08

0.11