Optimisation of Longitudinal Seismic Energy Dissipation System for Straddle-type Monorail-Cum-Road Long-Span Cable-Stayed Bridge

Table 3

Dynamic parameters of the movable support.

Position	Number of supports per pier	Preyield stiffness (kN/m)	Postyield stiffness (kN/m)	Yield strength (kN)
Transition pier	2	123750	1.2	247.5
Auxiliary pier	2	160500	1.6	321
Main tower	2	60000	0.6	120