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在过去３０年里，很多国家进行了大量的地震荷载作用下钢筋混凝土框架梁柱节点及连接方面的研究工作。在试验研究的基础上，设计方法不断产生并被编入到规范中。然而关于节点的性能和设计方法却存在着不同的意见和争论，因此很难对所有问题达成共识和建立统一的设计方法。根据作者对钢筋混凝土框架节点的研究成果和对国内外资料掌握的基础上，对框架抗震节点的统一设计方法进行了初步探讨。
In the past 30 years, many countries have conducted a large number of studies on the joints and connections of reinforced concrete frame columns and columns under seismic loads. Based on experimental research, design methods are continuously generated and incorporated into the specifications. However, there are different opinions and arguments about the performance of nodes and design methods, so it is difficult to reach consensus on all issues and establish a unified design method. Based on the author’s research results on reinforced concrete frame joints and the mastery of domestic and foreign data, a preliminary discussion was made on the unified design method of frame seismic joints.