Ductility Calculation of Prefabricated Shear Wall with Rabbet-Unbond Horizontal Connection

<div>Force in (a) bonded cross section and (b) unbonded cross section. Note: <i>C</i><sub>1</sub> and <i>C</i><sub>2</sub> represent the resultant force of compressive concrete, respectively.</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Ductility Calculation of Prefabricated Shear Wall with Rabbet-Unbond Horizontal Connection 