Research Article

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

Table 3

Designed sections of a 8-story structure.

Type of sectionSoil IISoil III
Column (length ∗ width ∗ thickness) mmBeamColumn (length ∗ width ∗ thickness) mmBeam

C1, B1Tube 280 ∗ 280 ∗ 20IPE∗ 400Tube 340 ∗ 340 ∗ 20IPE 450
C2, B2Tube 280 ∗ 280 ∗ 20IPE 400Tube 340 ∗ 340 ∗ 20IPE 450
C3, B3Tube 240 ∗ 240 ∗ 20IPE 360Tube 280 ∗ 280 ∗ 20IPE 450
C4, B4Tube 180 ∗ 180 ∗ 20IPE 330Tube 200 ∗ 200 ∗ 20IPE 360
C5, B5Tube 400 ∗ 400 ∗ 20IPE 400Tube 400 ∗ 400 ∗ 20IPE 450
C6, B6Tube 340 ∗ 340 ∗ 20IPE 450Tube 400 ∗ 400 ∗ 20IPE 450
C7, B7Tube 300 ∗ 300 ∗ 20IPE 400Tube 340 ∗ 340 ∗ 20IPE 450
C8, B8Tube 240 ∗ 240 ∗ 20IPE 360Tube 280 ∗ 280 ∗ 20IPE 360

∗European standard profiles.