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A ball-type passive tuned mass vibration absorber for response control of structures under harmonic loading

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F23%3A00543324" target="_blank" >RIV/68378297:_____/23:00543324 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.5772/intechopen.97231" target="_blank" >http://dx.doi.org/10.5772/intechopen.97231</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5772/intechopen.97231" target="_blank" >10.5772/intechopen.97231</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    A ball-type passive tuned mass vibration absorber for response control of structures under harmonic loading

  • Original language description

    Ball-type tuned mass absorbers are growing in popularity. They combine a multi-directional effect with compact dimensions, properties that make them attractive for use at slender structures prone to wind excitation. Their main drawback lies in limited adjustability of damping level to a prescribed value. Insufficient damping makes ball-type absorbers more prone than pendula to objectionable effects stemming from the non-linear character of the system. Thus, the structure and design of the damping device have to be made so that the autoparametric resonance states, occurrence of which depends on system parameters and properties of possible excitation, are avoided for safety reasons. This chapter summarises available 3D mathematical models of a ball-pendulum and introduces the non-linear approach based on the Appell–Gibbs function. Efficiency of the models is then illustrated for the case of kinematic and random excitation. Interaction of the absorber and the harmonically forced simple linear structure is numerically analysed. Finally, the chapter provides examples of typical patterns of the autoparametric response and outlines possibilities of applications in practical engineering.

  • Czech name

  • Czech description

Classification

  • Type

    C - Chapter in a specialist book

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA19-21817S" target="_blank" >GA19-21817S: Nonholonomic interaction and dynamical stability of aeroelastic systems</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2023

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Book/collection name

    Vibration control of structures

  • ISBN

    978-1-83968-889-8

  • Number of pages of the result

    21

  • Pages from-to

  • Number of pages of the book

    104

  • Publisher name

    IntechOpen

  • Place of publication

    London

  • UT code for WoS chapter