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Study of Strength and Behaviour of Concrete Filled Double Skin Tubular Square Columns under Axial Compressive Loads

机译：轴向压缩荷载下混凝土填充双皮管式柱的力量和行为研究

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1. Confining stress path-based compressive strength model of axially compressed circular concrete-filled double-skin steel tubular short columns [J] . Yan Xi-Feng, Zhao Yan-Gang, Lin Siqi, Thin-Walled Structures . 2021,第Auga期

机译：轴向压缩圆形混凝土填充双层钢管短柱的紧张应力路径基压缩强度模型
2. Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns [J] . Yan Xi-Feng, Zhao Yan-Gang Journal of Constructional Steel Research . 2020,第Jula期

机译：轴向装载的圆形混凝土填充双皮管短柱的抗压强度
3. EXPERIMENTAL STUDY ON THE BEHAVIOUR OF AXIALLY LOADED DOUBLE SKINNED HOLLOW STEEL TUBULAR COLUMNS IN-FILLED WITH SELF COMPACTING CONCRETE [J] . N. BALASUBRAMANI, R. THENMOZHI Pollution research . 2013,第4期

机译：自密实混凝土填充的双壁空心钢管空心柱性能的试验研究
4. Effects of hollowness on Strength Of Double Skinned Concrete Filled Steel Tubular Columns Of Different Geometries Under Axial Loading [C] . Muhammad Naseem Baig, Fan Jiansheng, Nie Jianguo International Conference on Civil Engineering and Transportation . 2011

机译：轴向载荷下不同几何形状的双皮混凝土填充钢管柱强度的影响
5. Experimental and numerical study of reinforced concrete columns strengthened with steel angles and strips subjected to axial loads. [D] . Gimenez Carbo, Ester. 2007

机译：角钢和带钢加强钢筋混凝土柱的轴向试验与数值研究。
6. Degradation of Axial Ultimate Load-Bearing Capacity of Circular Thin-Walled Concrete-Filled Steel Tubular Stub Columns after Corrosion [O] . Fengjie Zhang, Junwu Xia, Guo Li, 2020

机译：圆形薄壁钢管混凝土短柱的轴向极限承载力衰减
7. ELASTIC LOAD CAPACITY OF CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER COMBINED AXIAL FORCE AND BENDING : Strengths and rotation capacity of concrete-filled tubular columns Part III [O] . Ben KATO 1997

机译：混凝土钢管柱的弹性负载能力在组合轴向力和弯曲下：混凝土管状柱的强度和旋转能力部分III
8. Blast and Seismic Resistant Concrete-Filled Double Skin Tubes and Modified Steel Jacketed Bridge Columns. [R] . Del Carpio Ramos, M., Mosqueda, G., Lignos, D. G. 2015

机译：抗爆抗震混凝土双层管和改进钢夹套桥柱。

Study of Strength and Behaviour of Concrete Filled Double Skin Tubular Square Columns under Axial Compressive Loads

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