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International Journal of Concrete Structures and Materials

Table 1 Variable parameters of three specimens.

From: Experimental Study and Numerical Simulation of Precast Shear Wall with Rabbet-Unbonded Horizontal Connection

Specimens

Axial compression ratio

Unbonded level

Z-1

0.1

1

Z-2

0.2

1

BW-1

0.2

0.36

  1. Unbonded level is defined as the ratio of unbonded rebar number to total rebar number in unbonded region.
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