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Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup RC Members in General Shear

机译：柱矩形对普通剪切无箍筋构件抗剪强度影响的研究

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Da Ren; Chaoyang Zhou;
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2. Investigation of shear transfer mechanisms in repaired damaged concrete columns strengthened with RC jackets [J] . Achillopoulou V. Dimitra, Karabinis I. Athanasios Structural Engineering and Mechanics . 2013,第4期

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3. Seismic shear strength and deformation of RC columns failed in flexural shear [J] . Oin Zhang, Jinxin Gong, Ying Ma Magazine of Concrete Research . 2014,第5a6期

机译：钢筋混凝土柱的抗剪强度和挠曲变形失败
4. Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup RC Members in General Shear [C] . Da Ren, Chaoyang Zhou International Conference on Structures and Building Materials . 2011

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5. Investigating shear capacity of RC beam-column joints using artificial intelligence techniques. [D] . Hassan Khalifa, Eslam Mohamed Alnaji. 2008

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6. Experimental and Analytical Investigations of the Use of Groove-Epoxy Anchorage System for Shear Strengthening of RC Beams Using CFRP Laminates [O] . Khalid Mohamed, Jamal A. Abdalla, Rami A. Hawileh 2020

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7. Characteristics of the shear behavior of RC rectangular sectional columns and initial shear strength considering the ratio of longitudinal bars [O] . Jong-Seok Lee, Chang-Ho Sun, Ick-Hyun Kim 2010

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8. Shear Strength and Deformability of RC Bridges Columns Subjected to Inelastic Cyclic Displacements. [R] . Aschheim, M., Moehle, J. P. 1992

机译：非弹性循环位移作用下钢筋混凝土桥梁的抗剪强度和变形性能。

Investigation into Impact of Column Rectangularity on Shear Strength of No-Stirrup RC Members in General Shear

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