Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons

Table 2

The parameters of plastic hinges for critical sections.

Component	Plastic hinge	N (1/m)	(1/m)	(1/m)	(kN·m)	(kN·m)	(m)
Pylons	T1	2.76E + 05	2.63E − 04	1.53E − 02	1.83E + 06	2.76E + 06	6
	T2	2.20E + 05	4.61E − 05	2.13E − 02	8.44E + 05	1.23E + 06	3.663
	T3	1.93E + 05	5.37E − 04	2.38E − 02	6.70E + 05	9.84E + 05	3.221
	T4	1.22E + 05	4.91E − 04	2.90E − 02	4.01E + 05	5.61E + 05	3.211
	T5	1.15E + 05	5.03E − 04	2.91E − 02	3.86E + 05	5.41E + 05	3.221
	T6	1.05E + 04	4.29E − 04	2.75E − 02	2.23E + 05	3.62E + 05	3.211
Piers	D1	4.32E + 04	2.51E − 04	1.50E − 02	3.16E + 05	5.28E + 05	6
	D2	3.53E + 04	2.49E − 04	1.49E − 02	3.53E + 05	5.67E + 05	6
	D3	3.67E + 04	2.49E − 04	1.49E − 02	3.58E + 05	5.74E + 05	6