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Optimisation of absorber parameters in the case of stochastic vibrations in a bridge with a deck platform for servicing pipelines Cover

Optimisation of absorber parameters in the case of stochastic vibrations in a bridge with a deck platform for servicing pipelines

Open Access
|Dec 2021

Figures & Tables

Figure 1

The model of the system.

Figure 2

Deflection of the structure. An absorber with parameters μ=0.05, κ=1.

Figure 3

Deflection of the structure without an absorber.

Figure 4

Deflection of the structure in the midspan for two absorbers with different κ.

Figure 5

Deflection of the structure in the midspan for two absorbers with different μ.

Figure 6

Deflection of the structure without an absorber in the middle of the beam for three velocities.

Figure 7

Deflection of the structure with the absorber μ=0.05, κ=1 in the middle of the beam for three velocities.

Figure 8

The expected value of deflections in the midspan for different vehicle velocities and also for (a) different parameters μ of the absorbers and (b) different parameters κ of the absorbers.

Figure 9

The variance of deflections in the midspan for different vehicle velocities, and also for (a) different parameters μ of the absorbers and (b) different parameters κ of the absorbers.

Figure 10

Deflections in the midspan for different locations of the absorber: (a) the expected value and (b) the variance.
DOI: https://doi.org/10.2478/sgem-2021-0030 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 492 - 500
Submitted on: Aug 17, 2021
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Accepted on: Oct 26, 2021
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Published on: Dec 5, 2021
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2021 Jacek Grosel, Monika Podwórna, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.