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ON THE ULTIMATE VALUES OF DEFORMATION ANGLE FOR REINFORCED CONCRETE COLUMNS : Part 2 The Equations which are applicable for wider ranges of axial load level and more improved with regards to their accuracy

机译：关于钢筋混凝土柱变形角度的最终值：第2部分适用于轴向载荷水平的更宽范围和更具改进的方程

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Takayuki SHIMAZU;
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年度 1982
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1. DEFORMATION CAPACITY AND AXIAL LOAD LIMIT OF STEEL REINFORCED CONCRETE COLUMNS SUBJECTED TO AXIAL AND FLEXURAL LOADING [J] . LI LI 日本建築学会构造系論文集 . 1999,第524期

机译：轴向和挠曲荷载作用下钢筋混凝土柱的变形能力和轴向极限
2. Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices [J] . Karim Hogr, Sheikh M. Neaz, Hadi Muhammad N. S. Construction and Building Materials . 2016,第juna1期

机译：GFRP筋和螺旋筋加固圆形混凝土圆柱的轴向荷载-轴向变形行为。
3. Assessment of analytical stress and strain at peak and at ultimate conditions for fiber-reinforcement polymer-confined reinforced concrete columns of rectangular sections under axial cyclic loading [J] . Fanaradelli Theodora, Rousakis Theodoros Structural concrete . 2021,第1期

机译：轴向循环载荷下纤维增强聚合物密封钢筋混凝土钢筋混凝土柱的分析应力和菌株评估
4. EVALUATION OF ULTIMATE DEFORMATION CAPACITY AT AXIAL LOAD COLLAPSE OF REINFORCED CONCRETE COLUMNS [C] . World conference on earthquake engineering . 2004

机译：钢筋混凝土柱轴向荷载塌陷时终极变形容量评价
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. Prediction of Ultimate Strain for Rectangular Reinforced Concrete Columns Confined with Fiber Reinforced Polymers under Cyclic Axial Compression [O] . Theodora D. Fanaradelli, Theodoros C. Rousakis 2020

机译：循环轴向压缩下纤维增强聚合物限制矩形钢筋混凝土柱终极菌株的预测
7. DESIGN EQUATIONS FOR DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE UNDER A CONSTANT AXIAL LOAD [O] . Eiichi INAI, Hisahiro HIRAISHI, Akira YAGENJI 2000

机译：恒定轴向载荷下弯曲混凝土柱变形容量的设计方程
8. Experimental Study of Reinforced Concrete Columns Subjected to Multi-Axial Cyclic Loading [R] . Low, S. S. , Moehle, J. P. 1987

机译：多轴循环荷载作用下钢筋混凝土柱的试验研究

ON THE ULTIMATE VALUES OF DEFORMATION ANGLE FOR REINFORCED CONCRETE COLUMNS : Part 2 The Equations which are applicable for wider ranges of axial load level and more improved with regards to their accuracy

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