An Approximate Method of Determining the Equivalent Diagonal Strut Stiffness of the Completely Infilled Masonry in Plane Reinforced Concrete Frames


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Abstract


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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Keywords


Infilled Masonry; Diagonal Compression Strut; Beam on an Elastic Foundation

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References


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