Deformation capacity of reinforced concrete shear walls is mainly influenced by wall aspect ratio r,axial force ratio n and concrete confinement at the boundaries of shear walls.
影响钢筋混凝土剪力墙变形能力的主要因素包括高宽比r、轴压比n、边缘约束构件约束程度等。
参考来源 - 钢筋混凝土剪力墙的变形能力及基于性能的抗震设计·2,447,543篇论文数据，部分数据来源于NoteExpress
The shear strength of CFST columns was correlated to the axial force ratio and the shear-span ratio.
钢管混凝土柱的受剪承载力与轴压比、剪跨比有关。
Wall thickness of steel tube, concrete strength, shear-span ratio and axial force ratio were considered as test parameters.
试件参数包括钢管壁厚、混凝土强度、剪跨比和轴压比。
Based on the tests and theoretic derivation, skeleton curve of restoring force model of frame column with high axial compression ratio is got.
在试验研究和理论推导的基础上，给出了高轴压比下框架柱恢复力模型的骨架曲线，与试验骨架曲线吻合较好。
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