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ST.1943-541X.0003037/asset/b10e4a09-47d0-4610-8c73-0277e448f811/assets/images/large/figure1.jpg "Seismic Behavior and Design of Concrete-Filled Thin-Walled Steel Tube Column-to-Foundation Connections | Journal of Structural Engineering | Vol 147, No 6")
Seismic Behavior and Design of Concrete-Filled Thin-Walled Steel Tube Column-to-Foundation Connections | Journal of Structural Engineering | Vol 147, No 6
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ST.1943-541X.0003037/asset/fbbf696e-7966-449e-b629-3374d8381571/assets/images/large/figure2.jpg "Seismic Behavior and Design of Concrete-Filled Thin-Walled Steel Tube Column-to-Foundation Connections | Journal of Structural Engineering | Vol 147, No 6")
Seismic Behavior and Design of Concrete-Filled Thin-Walled Steel Tube Column-to-Foundation Connections | Journal of Structural Engineering | Vol 147, No 6
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Progression of damage for a thin wall pipe (D/t = 192), Test 2. Thick... | Download Scientific Diagram
Symmetry | Free Full-Text | Axial Compression Behavior of Symmetrical Full-Scale Concrete Filled Double Skin Steel Tube Stub Columns
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