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SIFEL - SImple Finite ELements
Eigenvibration of Highway Bridges in Prague-Lahovice
Results from modal analysis
![Image](rm1p.png)
![Image](zm1p.png)
![Image](rm1n.png)
![Image](zm1n.png)
1-st calculated eigenmode (top and side view) - virtual straight bridge (left), real curved bridge (right)
![Image](rm2p.png)
![Image](zm2p.png)
![Image](rm2n.png)
![Image](zm2n.png)
2-nd calculated eigenmode (top and side view) - virtual straight bridge (left), real curved bridge (right)
![Image](rm3p.png)
![Image](zm3p.png)
![Image](rm3n.png)
![Image](zm3n.png)
3-rd calculated eigenmode (top and side view) - virtual straight bridge (left), real curved bridge (right)
![Image](rm4p.png)
![Image](zm4p.png)
![Image](rm4n.png)
![Image](zm4n.png)
4-th calculated eigenmode (top and side view) - virtual straight bridge (left), real curved bridge (right)
![Image](rm5p.png)
![Image](zm5p.png)
![Image](rm5n.png)
![Image](zm5n.png)
5-th calculated eigenmode (top and side view) - virtual straight bridge (left), real curved bridge (right)
![Image](hinkley3D.png)