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Advances in Civil Engineering
/
2013
/
Article
/
Tab 6
/
Research Article
Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges
Table 6
Effective parameters on the first mode responses of the bridge.
Mode
Effective parameters
TL1
,
,
,
,
TL2
,
,
,
,
,
TL3
,
,
,
V1
,
,
,
V2
,
,
,
V3
,
,
,
TOW1
,
,
TOW2
,
,