Advances in Civil Engineering / 2022 / Article / Tab 3 / Research Article
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load Table 3 The comparison between
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Specimens t 1 (mm)t 2 (mm)λ E (mm)d /h w s /h w 3 kN)3 kN)3 kN)STHCC-1 8 10 19.40 80 0.6 0.4 15.99 17.09 16.57 6.88 3.14 STHCC-2 8 10 19.40 160 0.6 0.4 14.74 14.53 14.25 1.42 1.96 STHCC-3 8 10 19.40 240 0.6 0.4 13.73 12.62 12.47 8.08 1.20 STHCC-4 8 10 19.40 320 0.6 0.4 12.85 11.07 11.06 13.85 0.09 STHCC-5 8 10 19.40 400 0.6 0.4 12.05 9.83 9.93 18.42 1.01 STHCC-6 8 10 26.33 240 0.6 0.4 13.69 12.11 12.24 11.54 1.06 STHCC-7 8 10 40.18 240 0.6 0.4 13.61 11.13 11.81 18.22 5.76 STHCC-8 8 10 54.04 240 0.6 0.4 13.54 10.84 10.16 19.94 6.69 STHCC-9 8 10 60.97 240 0.6 0.4 13.50 9.06 9.32 32.89 2.79 STHCC-10 8 10 26.33 240 0.6 0.4 14.38 11.06 11.01 23.09 0.45 STHCC-11 8 10 26.33 240 0.6 0.4 13.22 14.28 14.27 8.02 0.07 STHCC-12 8 10 26.33 240 0.6 0.4 12.72 15.87 15.91 24.76 0.25 STHCC-13 8 10 26.33 240 0.6 0.4 12.18 17.45 17.36 43.24 0.52 STHCC-14 6 10 26.33 240 0.6 0.4 12.32 11.37 12.11 7.71 6.11 STHCC-15 10 10 26.33 240 0.6 0.4 15.03 13.85 13.93 7.85 0.57 STHCC-16 12 10 26.33 240 0.6 0.4 16.34 15.10 15.49 7.59 2.52 STHCC-17 14 10 26.33 240 0.6 0.4 17.63 16.32 17.22 7.43 5.23 STHCC-18 8 8 26.33 240 0.6 0.4 13.69 12.29 12.61 10.23 2.54 STHCC-19 8 12 26.33 240 0.6 0.4 13.69 12.93 12.73 5.55 1.57 STHCC-20 8 14 26.33 240 0.6 0.4 13.69 13.14 12.63 4.02 4.04 STHCC-21 8 16 26.33 240 0.6 0.4 13.69 13.34 12.64 2.56 5.54 STHCC-22 8 10 26.33 240 0.10 0.4 13.69 13.60 13.41 0.66 1.42 STHCC-23 8 10 26.33 240 0.3 0.4 13.69 13.29 13.27 2.92 0.15 STHCC-24 8 10 26.33 240 0.475 0.4 13.69 12.96 12.93 5.33 0.23 STHCC-25 8 10 26.33 240 0.75 0.4 13.69 12.31 12.24 10.08 0.57 STHCC-26 8 10 26.33 240 0.6 0.15 13.69 12.41 12.47 9.35 0.48 STHCC-27 8 10 26.33 240 0.6 0.6 13.69 12.78 12.72 6.65 0.47 STHCC-28 8 10 26.33 240 0.6 0.9 13.69 12.94 12.89 5.48 0.39 STHCC-29 8 10 26.33 240 0.6 1.4 13.69 13.12 13.17 4.16 0.38 STHCC-30 8 10 26.33 240 0.6 0.4 10.86 10.86 11.79 0 7.89 STHCC-31 8 10 26.33 240 0.6 0.4 14.67 13.40 13.34 8.66 0.45 STHCC-32 8 10 26.33 240 0.6 0.4 15.27 13.88 13.71 9.10 1.24 STHCC-33 8 10 26.33 240 0.6 0.4 16.03 14.51 14.06 9.48 3.20
