Effect of Soil Flexibility on Seismic Force Evaluation of RC Framed Buildings with Shear Wall: A Comparative Study of IS 1893 and EUROCODE8

Table 1

Dimensions of components of building.

Storeys	Columns (m)		Shear wall thickness (m)
	Up to 3 storeys	Above 3 storeys
4	0.32×0.32	0.32×0.32	0.15
6	0.35×0.35	0.35×0.35	0.15
8	0.40×0.40	0.35×0.35	0.20
12	0.50×0.50	0.40×0.40	0.20
16	0.60×0.60	0.50×0.50	0.25