Skip to main content
International Journal of Concrete Structures and Materials

Table 5 Bearing capacity of three specimens.

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

Specimens

Fcr/kN

Fy/kN

Fm/kN

Fu/kN

Z-1

210

330

610

518.50

Z-2

270

420

718

610.30

BW-1

300

450

734

623.90

Back to article page