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 section | Soil II | Soil III | Column (length ∗ width ∗ thickness) mm | Beam | Column (length ∗ width ∗ thickness) mm | Beam |
| C1, B1 | Tube 280 ∗ 280 ∗ 20 | IPE∗ 400 | Tube 340 ∗ 340 ∗ 20 | IPE 450 | C2, B2 | Tube 280 ∗ 280 ∗ 20 | IPE 400 | Tube 340 ∗ 340 ∗ 20 | IPE 450 | C3, B3 | Tube 240 ∗ 240 ∗ 20 | IPE 360 | Tube 280 ∗ 280 ∗ 20 | IPE 450 | C4, B4 | Tube 180 ∗ 180 ∗ 20 | IPE 330 | Tube 200 ∗ 200 ∗ 20 | IPE 360 | C5, B5 | Tube 400 ∗ 400 ∗ 20 | IPE 400 | Tube 400 ∗ 400 ∗ 20 | IPE 450 | C6, B6 | Tube 340 ∗ 340 ∗ 20 | IPE 450 | Tube 400 ∗ 400 ∗ 20 | IPE 450 | C7, B7 | Tube 300 ∗ 300 ∗ 20 | IPE 400 | Tube 340 ∗ 340 ∗ 20 | IPE 450 | C8, B8 | Tube 240 ∗ 240 ∗ 20 | IPE 360 | Tube 280 ∗ 280 ∗ 20 | IPE 360 |
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∗European standard profiles.
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