Hysteresis and skeleton curves of t

Hysteresis and skeleton curves of the specimens is showed in Fig.3. In this case, good elastic is maintained and energy dissipation capacity is small before the displacement reaches 8mm. When it reaches 24mm, the pinching phenomena of hysteresis curves emerged. The phenomena are more and more obvious as the displacement increases. It indicates that the stiffness of the components falls down because of the opening cracks of tensile in the early period of reverse loading after yielding of the steel bar in the core area where the bond deterioration becomes more obvious. After the cracks close in the beam tip, the concrete of compression zone comes to work and the stiffness is increased. The number of cycles increases and the stiffness falls down under the same step. The skeleton curve does not have obvious yielding step. The failure of the joint is both the bending failure of column tip and shearing failure of core area, which is consistent with the experimental conclusion.

結果 (中文) 1:

滞后和骨架曲线的标本被显示在图 3 中。在这种情况下，保持良好的弹性和耗能能力小之前的位移达到 8 毫米。当它到达 24 毫米时，滞回曲线的捏现象出现。现象是随着位移的增加变得越来越明显。它指示组件的刚度落下因为开放裂缝的拉伸后的粘结退化更明显的核心区钢筋屈服的反向加载早期时期。裂缝在梁提示关闭后，受压区混凝土来上班，刚度提高。周期增加和刚度的数目落下相同的步骤。骨架曲线没有明显的屈服步骤。节点的破坏是弯曲列提示破坏和剪切破坏的核心区域，与实验的结论是一致的。

結果 (中文) 2:

标本的滞后和骨架曲线是呈3所示。在这种情况下，良好的弹性被保持和耗能容量小之前的位移达到8毫米。当它到达24毫米，滞后曲线的夹持现象出现。的现象越来越明显的位移增加。则表示该部件的刚度下降，因为拉​​伸的反向加载屈服在核心区域中的钢筋，其中键劣化变得更加明显后初期的开口裂缝向下。靠近在光束尖端的裂缝之后，压缩区的具体谈到工作和刚度增大。周期的数目增加，在相同的步骤中的刚度落下。骨架曲线没有明显的屈服一步。联合的失败是柱前端的两个弯曲破坏和核心区，这是与实验结论是一致的剪切破坏。

結果 (中文) 3:

滞后和试件骨架曲线显示在图3。在这种情况下，保持良好的弹性和能量耗散能力小的位移达到8mm之前。当它达到24mm，Pinching现象出现的磁滞曲线。这种现象是随着位移的增加而更明显地。结果表明，构件的刚度下降由于反向加载的初期屈服后的核心区域的粘结退化越明显钢筋拉伸裂缝。在梁端出现裂缝后，受压区混凝土来上班时，刚度提高。周期数增加和刚度下降同步下。骨架曲线没有明显的屈服台阶。关节的破坏是弯曲的圆柱形尖端和核心区剪切破坏，这与实验结论一致。