Seismic Performance Evaluation of Prefabricated Shear Wall Structure with Rabbet-Unbonded Horizontal Connection

<div>Constitutive relations of connected steels before and after reduction (note: the superscript “′” in the letter denotes “after reduction”; <i>f<sub>u</sub></i> denotes ultimate strength, <i>f<sub>y</sub></i> denotes yield strength, <i>ε<sub>s</sub></i> denotes starting point of reinforced strain, <i>ε<sub>u</sub></i> denotes ultimate strain).</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Seismic Performance Evaluation of Prefabricated Shear Wall Structure with Rabbet-Unbonded Horizontal Connection 