本文所建立的有限元模型考虑问题全面、精度较高，能够真实地模拟狗骨式梁柱腹板刚性连接在循环荷载作用下的破坏行为。本文研究的内容比较系统，根据研究结果提出的结论及建议对于指导工程设计具有重要的参考价值，为进一步研究钢框架新型梁柱腹板刚性连接的抗震性能打下了良好的基础。

In conclusion, the finite-element model can well simulate the behavior of the RBS' s beam-to-column web rigid connections under cyclic load. The study is rather systematic. The conclusion and design recommendations are very useful for instructing the project. This article plays a basis role of more study with regard to seismic-resistant behavior of the new type beam-to-column web connections.