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STRENGTH AND DEFORMATION CAPACITY OF FRAMES COMPOSED OF WIDE FLANGE BEAMS AND CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS

机译：由宽法兰梁和混凝土填充方钢管柱组成的框架的强度和变形能力

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Chiaki MATSUI; Keigo TSUDA; Kiichi SHIIBA;
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1. Experimental and Theoretical Investigations on Progressive Collapse Resistance of the Concrete-Filled Square Steel Tubular Column and Steel Beam Frame under the Middle Column Failure Scenario [J] . Xuan Wei, Wang Lai, Liu Changjiang, Shock and vibration . 2019,第PTa11期

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3. Panel Zone Shear Behavior of Through-Flange Connections for Steel Beams to Circular Concrete-Filled Steel Tubular Columns [J] . Ou Yu-Chen, Ngoc-Minh Tran, Chen Cheng-Cheng, Journal of structural engineering . 2015,第9期

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5. Seismic behavior and design of composite SMRFs with concrete filled steel tubular columns and steel wide flange beams. [D] . Muhummud, Teerawut. 2003

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7. LOCAL ELASTO PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN CONNECTIONS : Internal diaphragm type of column to wide flange beam connections [O] . Toshiyuki FUKUMOTO, Masaya TAKI 2002

机译：钢梁本地Elasto塑料行为与混凝土填充的方形钢管柱连接：内膜柱类型宽法兰梁连接

STRENGTH AND DEFORMATION CAPACITY OF FRAMES COMPOSED OF WIDE FLANGE BEAMS AND CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS

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