Advances in Bridge Engineering

Table 1 Damage states of each vulnerable component

From: Utilizing a new self-centering hysteresis model to assess the seismic vulnerability of a long-span cable-stayed bridge equipped with SMA wire-based roller bearings

Bridge Component	EDP	Limit States				Reference
Bridge Component	EDP	Slight	Moderate	Extensive	Collapse	Reference
Cable	ε/ε_y	0.45	0.60	0.75	0.90	Zhong et al. 2017
Pier	μ_d	1.00	1.20	1.76	4.76	Hwang et al., 2001
Tower	θ	0.007	0.015	0.025	0.050	Pang et al. 2013
Roller bearing	Δ (mm)	120	180	240	300	Assumed

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