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L形截面方钢管组合异形柱的长细比计算
引用本文:荣彬,陈志华,李黎明. L形截面方钢管组合异形柱的长细比计算[J]. 钢结构, 2006, 21(4): 8-11
作者姓名:荣彬  陈志华  李黎明
作者单位:天津大学,建筑工程学院,天津,300072;天津大学,建筑工程学院,天津,300072;天津大学,建筑工程学院,天津,300072
摘    要:方钢管组合异形柱是一种新型的异形柱形式。针对L形截面的方钢管组合异形柱,对其长细比计算公式进行了推导,并采用通用有限元程序ANSYS验证了长细比计算公式的正确性。

关 键 词:方钢管组合异形柱  长细比  ANSYS
收稿时间:2006-02-28
修稿时间:2006-02-28

CALCULATION OF SLENDERNESS RATIO FOR L-SHAPED COMBINED COLUMN OF SQUARE STEEL TUBES
Rong Bin,Chen Zhihua,Li Liming. CALCULATION OF SLENDERNESS RATIO FOR L-SHAPED COMBINED COLUMN OF SQUARE STEEL TUBES[J]. Steel Construction, 2006, 21(4): 8-11
Authors:Rong Bin  Chen Zhihua  Li Liming
Abstract:Special-shaped combined column of square steel tubes is a new type of construction. Equations of slenderness ratio for L-shaped combined column of square steel tubes are deduced. Simulating with ANSYS proves the validity of such equations for L-shaped combined column of square steel tubes,
Keywords:special-shaped combined column of square steel tube slenderness ratio ANSYS
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