| COMPUTATION OF DISPLACEMENTS AND STRESS-RESULTANTS OF SEMI-RIGIDLY CONNECTED FRAMEWORKS |
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| 作者姓名： | Liu Xiaoqiang Wu Huibi |
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| 作者单位： | Dept. of Civil Engineering |
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| 摘 要： | Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method,hand calculation method has been proposed. Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads. Connection stiffness for five widely used type has systematically computed and practical values of beam stiffness to column stiffness has been summarized and issued.
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| 关 键 词： | semi-rigidly connected frameworks displacements and stress-resultants connection stiffness |
COMPUTATION OF DISPLACEMENTS AND STRESS-RESULTANTS OF SEMI-RIGIDLY CONNECTED FRAMEWORKS |
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| Liu Xiaoqiang Wu Huibi.COMPUTATION OF DISPLACEMENTS AND STRESS-RESULTANTS OF SEMI-RIGIDLY CONNECTED FRAMEWORKS[J].Storage & Process,1993(2). |
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| Authors: | Liu Xiaoqiang Wu Huibi |
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| Institution: | Dept. of Civil Engineering |
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| Abstract: | Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method,hand calculation method has been proposed. Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads. Connection stiffness for five widely used type has systematically computed and practical values of beam stiffness to column stiffness has been summarized and issued. |
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| Keywords: | semi-rigidly connected frameworks displacements and stress-resultants connection stiffness |
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