Based on practical experience, a profound discussion on frame?shear wall system, a widely used structure type, was made in this thesis. After recounting the application of structure conception design in frame-shear wall syst. m, some examples and formulae on it were offered. Several suggestions for amending the defects of PK-PM software were also put forward. Moreover, the formula and measured target were proposed through analyzing the change of Reinforced Concrete eccentric beam-column connections strength. For the design of shear wall beam question, suggestions were proposed; the suggestions was also verified and explained by a practical construction design.
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