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International Journal of Concrete Structures and Materials

Table 9 Simulated variable parameters of unbonded length.

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

Specimens

Axial compression ratio

Unbonded level

Unbonded length/mm

S1-1

  

200

S1-2

  

250

S1-3

  

300

S1-4

0.2

1

350

S1-5

  

400

S1-6

  

450

S1-7

  

500

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