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Optimisation of the Parameters of a Vibration Damper Installed on a Historic Bridge


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Figure 1.

The coupled beam-absorber system loaded with a stream of moving forces
The coupled beam-absorber system loaded with a stream of moving forces

Figure 2.

The deflection of the structure wI (L/2,t) with various absorber parameters
The deflection of the structure wI (L/2,t) with various absorber parameters

Figure 3.

The expected value of the deflections in the midspan for different vehicle velocities and a different parameter µ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)
The expected value of the deflections in the midspan for different vehicle velocities and a different parameter µ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)

Figure 4.

The expected value of the deflections in the midspan for different vehicle velocities and a different parameter κ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)
The expected value of the deflections in the midspan for different vehicle velocities and a different parameter κ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)

Figure 5.

The expected value of the deflections in the midspan for different vehicle velocities and a different localisation of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)
The expected value of the deflections in the midspan for different vehicle velocities and a different localisation of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)

Figure 6.

Variance of deflections in the midspan for different vehicle velocities and a different localisation of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)
Variance of deflections in the midspan for different vehicle velocities and a different localisation of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)

Figure 7.

The variance of deflections in the midspan for different vehicle velocities and different parameter μ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)
The variance of deflections in the midspan for different vehicle velocities and different parameter μ of the absorber: (a) wI (L/2,t); (b) wII (L/2,t)

Figure 8.

The variance of deflections in the midspan for different vehicle velocities and a different absorber κ parameter. (a) wI (L/2,t); (b) wII (L/2,t)
The variance of deflections in the midspan for different vehicle velocities and a different absorber κ parameter. (a) wI (L/2,t); (b) wII (L/2,t)
eISSN:
2720-6947
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Architecture and Design, Architecture, Architects, Buildings