Dynamic Performance Analysis of a Curved Cable-Stayed Bridge Based on the Direct Method and the Sensitivity-Based Iterative Method

Table 8

The selected parameters and their lower and upper limits.

No.	Parameters	Mean (GPa)	Min (GPa)	Max (GPa)
1	EEM of the pier	33	29.7	36.3
2	EEM of the pier cap	33	29.7	36.3
3	EEM of the base	33	29.7	36.3
4	EEM of the slab	33	29.7	36.3
5	EEM of the surface	33	29.7	36.3
6	EEM of pylon 1	28.2	25.4	31.0
7	EEM of pylon 2	28.2	25.4	31.0
8	EEM of pylon 3	28.2	25.4	31.0
9	EEM of pylon 4	28.2	25.4	31.0
10	EEM of the steel deck	210	189.0	231.0
11	EEM of the steel bracing	210	189.0	231.0