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

Table 2

Designed sections of a 5-story structure.

Type of section	Soil II		Soil III
	Column (length ∗ width ∗ thickness) mm	Beam	Column (length ∗ width ∗ thickness) mm	Beam
C1, B1	Tube 240 ∗ 240 ∗ 20	IPE∗ 330	Tube 240 ∗ 240 ∗ 20	IPE 360
C2, B2	Tube 240 ∗ 240 ∗ 20	IPE 360	Tube 240 ∗ 240 ∗ 20	IPE 360
C3, B3	Tube 180 ∗ 180 ∗ 20	IPE 240	Tube 180 ∗ 180 ∗ 20	IPE 240
C4, B4	Tube 300 ∗ 300 ∗ 20	IPE 330	Tube 340 ∗ 340 ∗ 20	IPE 400
C5, B5	Tube 300 ∗ 300 ∗ 20	IPE 360	Tube 300 ∗ 300 ∗ 20	IPE 400
C6, B6	Tube 240 ∗ 240 ∗ 20	IPE 240	Tube 240 ∗ 240 ∗ 20	IPE 240

∗European standard profiles.