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在总结五榀偏心框架结构试验的基础上，指出了这种新型抗震结构具有与纯框架结构相同的延性，但其抗侧刚度，承载能力明显提高，与GBJ11－89变形限值相比较，可充分发挥材料性能，而且其在反复荷载下的耗能性能、塑性性能及强度退化性能均有不同程度的改善。通过对连系梁和偏心支撑框架的分析可知：连系梁及支撑是影响这种结构的主要因素,而且钢筋粘结滑移，P－△效应的不利影响明显的减小，结构不再以形成机构为极限状态的标志。
On the basis of summarizing the tests of the five-axis eccentric frame structure, it was pointed out that this new seismic structure has the same ductility as the pure frame structure, but its anti-side stiffness and bearing capacity are obviously improved, and compared with the GBJ11-89 deformation limit, The material properties are fully utilized, and its energy dissipation properties, plastic properties, and strength degradation properties under the repeated loading are improved to varying degrees. Through the analysis of connecting beams and eccentric support frames, it is known that connecting beams and supports are the main factors influencing this structure, and that the detrimental effects of P-△ effect are significantly reduced, and the structure is no longer The formation of institutions is a sign of extreme state.