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International Journal of Concrete Structures and Materials

Table 11 Simulated variable parameters of axial compression ratio.

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

Specimens

Axial compression ratio

Unbonded level

Unbonded length/mm

S3-1

0.10

  

S3-2

0.15

  

S3-3

0.20

  

S3-4

0.25

1

300

S3-5

0.30

  

S3-6

0.35

  

S3-7

0.40

  
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