Research Article
An Experimental Study of Structural Identification of Bridges Using the Kinetic Energy Optimization Technique and the Direct Matrix Updating Method
Table 1
Design data of the cable-stayed bridge model.
| Category | Data |
| Total length | 4.22 m | Length of the center span | 2.22 m | Length of each side span | 1.0 m | Width of the superstructure | 0.17 m | Pylon height | 1.00 m | Pylon anchor type | Roller and hinge (Pin) | Bridge end anchor type | Roller | Diameter of cable | 0.8 mm |
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