The model frame positive ductility factor reaches 7.34 and the negative one reaches 7.4 which is satisfy the request of superior to 4 for the ductility factor of ordinary ductile frame.
框架模型的正向延性系数达到7.34,反向延性系数达到7.4,满足一般延性框架延性系数不小于4的要求。
参考来源 - 翼缘削弱的型钢混凝土框架的抗震能力设计与非线性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
As compared to the ordinary reinforced concrete frame structure, it was verified that the new type ductile frame structure has better ductile and earthquake-resistant capacity.
与普通框架的对比计算证实，新型延性框架具有良好的延性和抗震性能。
That is, the ductility of the connections ought to improve and the ductile design on steel frame should be realized.
因此，工程界普遍认为梁柱刚性连接有必要改善其节点的延性和对钢框架采用延性设计。
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