Effect of Soil-Structure Interaction on Seismic Performance of Long-Span Bridge Tested by Dynamic Substructuring Method

Table 1

Parameters of the used TDD model.

1.198	−0.013	−0.415	−0.127	0.02	0.004	0.659	0.011
						—	—
−0.681	−0.205	0.433	0.028	−0.029	−0.003	—	—