钢管格构柱

Steel pipe lattice column

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1
利用有限元软件ANSYS分析了梭形三肢钢管格构柱的几何参数对其弹性屈曲荷载和屈曲模态的影响。
The finite element analysis software ANSYS was adopted to analyze the elastic-plastic buckling behavior of SPDB with stiffened panel at both edges.
2
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
3
本文用极限平衡法求解了钢管混凝土格构柱在轴力和弯矩共同作用下的极限承载能力。
This paper describes the limit analysis of latticed columns made from concrete-filled steel tubes under combined bending and axial loading.

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