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比较了钢筋混凝土带支撑框架与带暗支撑剪力墙的抗震性能，给出了它们抗震承载力的计算公式，提出了供抗震设计参考的建议．
The seismic performance of the RC frame with support and the shear wall with concealed bracings is compared. The formulas for calculating their seismic capacity are given and some suggestions for seismic design are proposed.