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International Journal of Concrete Structures and Materials

Table 6 Displacement and ductility factor of three specimens.

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

Specimens

Δy/mm

θy

Δu/mm

θu

ÎĽ

Z-1

18.30

1/194

137.70

1/26

7.52

Z-2

13.60

1/261

75.50

1/47

5.60

BW-1

12.47

1/284

64.80

1/55

5.20

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