Optimisation of absorber parameters in the case of stochastic vibrations in a bridge with a deck platform for servicing pipelines
Author:
Affiliation:
1. Faculty of Civil Engineering , Wroclaw University of Science and Technology , Wyb. Wyspiańskiego 27 , Wroclaw , Poland
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://www.sciendo.com/pdf/10.2478/sgem-2021-0030
Reference40 articles.
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2. Yau J.D., Yang Y.B., 2004. Vibration reduction for cable-stayed bridges traveled by high-speed trains, Finite Elements in Analysis and Design 40, 341 – 359.
3. Majcher K., Wójcicki Z., 2014. Kinematically excited parametric vibration of a tall building model with a TMD. Pt. 1, Numerical analyses. Archives of Civil and Mechanical Engineering 14(1), 204–217.
4. Herbut A., Rybak J., Brząkała W., 2020. On a Sensor Placement Methodology for Monitoring the Vibrations of Horizontally Excited Ground Sensors 20(7), 1938; https://doi.org/10.3390/s20071938.
5. Den Hartog J.P., 1985. Mechanical Vibrations, 4th ed., Dover, New York.
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1. Optimisation of the Parameters of a Vibration Damper Installed on a Historic Bridge;Architecture, Civil Engineering, Environment;2023-12-01
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