Effect of Soil Classification on Seismic Behavior of SMFs considering Soil-Structure Interaction and Near-Field Earthquakes

Table 4

The fundamental period of the designed frames.

Number of stories	Soil type	Fundamental period (s)
		Without SSI	With SSI
5	II	0.76	0.86
	III	0.68	0.78
8	II	0.91	1.08
	III	0.88	0.91