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Search: authors:"Chang-Hoo Oh"

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Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups

In this paper, an analytical model to rationally evaluate the shear strength of reinforced concrete beams with stirrups has been developed. In the developed model, a shear critical section has been idealized with a single web element for shear and the top and bottom chords for flexure, respectively. With the longitudinal strain at the mid-depth in the shear critical section...