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Table 4 Comparison between the results from the experimental test and the theoretical calculation.

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

Type of load

Monotonic load

Cyclic load

Specimen

P1

C1

P2

C2

Load direction

Positive (+)

Positive (+)

Positive (+)

Negative (−)

Positive (+)

Negative (−)

Experimental yield moment Mye = Fy*1.45 (kN m)

3408

3190

2.687

− 2150

3070

− 2343

Theoretical yield moment Myt (kN m)

3320

3412

3300

− 2667

3430

− 2724

Error

\(\frac{{M}_{\mathrm{ye}}-{M}_{\mathrm{yt}}}{{M}_{\mathrm{ye}}}\)

2.57%

− 6.96%

− 22.82%

− 24.03%

− 11.74%

− 16.25%

Experimental ultimate moment Mue = Fu*1.45 (kN m)

4138

3812

3254

− 2664

3853

− 2345

Theoretical ultimate moment Mut (kN m)

3.862

3.957

3.867

− 2.901

3.947

− 2.947

Error

\(\frac{{M}_{\mathrm{ue}}-{M}_{\mathrm{ut}}}{{M}_{\mathrm{ue}}}\)

6.68%

− 3.80%

− 18.85%

− 8.91%

− 2.45%

− 25.69%