Advances in Bridge Engineering

Table 3 Parameters of the numerical material law

From: Damage control of a twin-column pier with a replaceable steel shear link in a cap beam under transverse seismic motion

f_y/MPa	C₁/MPa	γ₁	C₂/MPa	γ₂	C₃/MPa	γ₃
235	20,000	400	18,000	500	1200	2

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