Research Article
Dynamic Performance Analysis of a Curved Cable-Stayed Bridge Based on the Direct Method and the Sensitivity-Based Iterative Method
Figure 10
Selected vibration modes of the FE model of the Marghera bridge. (a) fFEM = 0.67 Hz (B1). (b) fFEM = 0.96 Hz (B2). (c) fFEM = 1.20 Hz (B3). (d) fFEM = 1.30 Hz (T1). (e) fFEM = 1.59 Hz (M1). (f) fFEM = 1.65 Hz (T2).
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