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Table 4 Calibrated cyclic constitutive parameters for simulating USS specimens on ABAQUS

From: Emerging steel frames with Fe-SMA U-shaped dampers for enhancing seismic resilience

Specimen

\(\sigma \left| {_{0} } \right.\)/ MPa

\(Q_{\infty }\)/ MPa

\(b\)

\(C_1\)/ MPa

\(\gamma_1\)  

\(C_2\)/ MPa

\(\gamma_2\)  

Fe-SMA-USS

160

80

3.5

20,000

180

1000

0

Q235-USS

235

55

20

60,960

450

0

0