Good elastic is maintained in the b

Good elastic is maintained in the beginning and then the pinching appears more and more obvious as the displacement increases. The inverted S shaped of hysteresis curves dumps gradually to the displacement axis and the stiffness is smaller and smaller. When the four specimens load to the ultimate load of J0, conspicuous yield plateau appears and ultimate displacement of column tip is significantly
increased, which indicates good ductile performance of the joint reinforced by BFRP. The beam gets away from the joint and meanwhile the concrete of the column is loss of capacity, which shows the failure is the mode of strong beam and weak column.

結果 (中文) 1:

较好的弹保持在一开始，然后捏似乎变得越来越明显，随着位移增大。倒立的 S 形的滞回曲线转储逐渐向位移轴刚度并变得越来越小。当四个试件加载到 J0 的极限荷载时，显眼的产量高原出现，并且列提示的极限位移是显著增加，该值指示由玄武岩纤维增强关节韧性性能良好。梁摆脱联合，同时列的混凝土丧失能力，具有一定的故障模式的强梁弱柱。

結果 (中文) 2:

良好的弹性被保持在一开始，然后将夹住出现越来越明显的位移增加。的倒S形的磁滞曲线的逐渐转储到的位移轴线和刚度小。当四个样品加载到J0的极限载荷，显眼屈服平台出现和柱尖端最终位移显著
增加，这表明由玄武岩纤维增强的接头的良好延性的性能。光束随着远离接合，同时该柱的混凝土是容量，这表明该故障是强束和弱柱的模式的损失。

結果 (中文) 3:

良好的弹性保持在开始然后捏似乎随着位移的增加更明显更。倒S形的滞回曲线将逐渐向位移轴的刚度越小。当四个试件的荷载作用下的极限荷载的计算，明显的屈服平台的出现和柱端极限位移显著增加表明
，良好的延性性能的联合增强BFRP。梁离开关节同时柱的混凝土损失的能力，这表明失效模式是强梁弱柱。