Fragility Analysis of a Self-Anchored Suspension Bridge Based on Structural Health Monitoring Data

Table 1

Illustration of the bearings.

Bearing	#7	#8	#9	#10	#11	#12
Vertical	(i) Multidirectional bearing: CSm 4000; (ii) Tonnage: 4000 kN	(i) Multidirectional bearing: CSm 20000; (ii) Tonnage: 20000 kN	(i) Multidirectional bearing: CSm 25000; (ii) Tonnage: 25,000 kN	(i) Multidirectional bearing; (ii) Tonnage: 20,000 kN	(i) Multidirectional bearing: CSm 2500; (ii) Tonnage: 25,000 kN	(i) Multidirectional bearing: CSm 5000; (ii) Tonnage: 5000 kN
Transversal	(i) Elastic-plastic energy-dissipating bearings: CKPZ-Z; (ii) Yield load: 400 kN; (iii) Maximum allowable displacement: 120 mm	(i) Elastic-plastic energy-dissipating bearings: CKPZ-Z; (ii) Yield load: 800 kN; (iii) Maximum allowable displacement: 120 mm	(i) Elastic-plastic energy-dissipating bearings: CKPZ-Z; (ii) Yield load: 800 kN; (iii) Maximum allowable displacement: 120 mm	(i) CKPZ-Q, GJZF4: 3000 kN	(i) Elastic-plastic energy-dissipating bearings: CKPZ-Z; (ii) Yield load: 400 kN; (iii) Maximum allowable displacement: 120 mm	(i) Elastic-plastic energy-dissipating bearings: CKPZ-Z; (ii) Yield load: 400 kN; (iii) Maximum allowable displacement: 120 mm
Longitudinal	—	—	—	(i) Yield load: 2000 kN; (ii) Maximum allowable displacement: 100 mm	—	—