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Table 3 Statistics of the low-reversed cyclic loading results.

From: Experimental Investigation of the Mechanical Behaviour of Wall–Beam–Strut Joints for Prefabricated Underground Construction

Specimen

Load direction

Yield displacement (mm)

Yield load (kN)

Ultimate displacement (mm)

Peak load (kN)

Displacement ductility coefficient

P2

Positive (+)

13.8

1853

55.8

2244

4.04

Negative (−)

− 10.4

− 1480

− 35.6

− 1837

3.42

C2

Positive (+)

15.9

2117

32.4

2657

2.04

Negative (−)

− 22.2

− 1616

− 65.4

− 1617

2.95