An Approximate Method of Determining the Equivalent Diagonal Strut Stiffness of the Completely Infilled Masonry in Plane Reinforced Concrete Frames
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Based on some hypotheses and experiment results, the formulas which determine the diagonal strut stiffness are proposed. Inheriting from the previous research, this paper presents a method to determine the diagonal strut stiffness based on the concept of beam on an elastic foundation
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