Optimal actuator design for control of vibrations induced by pedestrian-bridge interactions

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dc.contributor.authorArop, Martin Deosborns
dc.contributor.authorKasumba, Henry
dc.contributor.authorKasozi, Juma
dc.contributor.authorBerntsson, Fredrik
dc.date.accessioned2024-06-11T11:36:51Z
dc.date.available2024-06-11T11:36:51Z
dc.date.issued2024-05-24
dc.description.abstractIn this paper, we are interested in finding an optimal control support design for controlling vibrations due to pedestrian-bridge interactions. Therefore, we derive the topological derivatives of the proposed functionals using the averaged adjoint approach. A numerical algorithm initialized by these sensitivities is used as a solution strategy. The algorithm is tested numerically for two different cases of initial conditions.en_US
dc.description.sponsorshipSIDAen_US
dc.identifier.citationArop, M. D., Kasumba, H., Kasozi, J. & Berntsson, F. (2024). Optimal actuator design for control of vibrations induced by pedestrian-bridge interactions. Mathematics in Applied Sciences and Engineering: 1-20. https://doi.org/10.5206/mase/16958.en_US
dc.identifier.issn2563-1926
dc.identifier.urihttps://dir.muni.ac.ug/handle/20.500.12260/640
dc.language.isoenen_US
dc.publisherThe University of Western Ontarioen_US
dc.subjectOptimal actuatoren_US
dc.subjectControl of vibrationsen_US
dc.subjectPedestrian-bridge interactionsen_US
dc.titleOptimal actuator design for control of vibrations induced by pedestrian-bridge interactionsen_US
dc.typeArticleen_US

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