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《Earthquake Resistant Engineering》 2003-01
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A Study on the Optimal Quantity of Shear Walls for Frame-Shear Wall Structures in Earthquake Zone

Huang Shimin et al  
In this paper,based on the principle of continuous-discretized analysis of interactive frame-shear wall structures with variable stiffness along the height,a simplified calculation method for determining the optimal quantity of the shear walls is presented.A method using the classification of vertical members is introduced in the paper.This method is proved to be accurate enough for use in the structural design of tall buildings in earthquake zone during the preliminary stage of design
【CateGory Index】: TU398.2
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