Strength of Steel-Encased Concrete Beam Columns

作者: Richard W. Furlong

DOI: 10.1061/JSDEAG.0001761

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摘要: Short, composite columns made from steel tubes filled with concrete were subjected to axial load plus bending moment indicate the form of ultimate interaction diagrams. Observations capacity and flexural are discussed, together data laboratory tests on 30 round 22 square columns.

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