Number of the records: 1  

Stability of the vertical excitation of slender structures

  1. 1.
    SYSNO ASEP0364230
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleStability of the vertical excitation of slender structures
    Author(s) Náprstek, Jiří (UTAM-F) RID, ORCID, SAI
    Fischer, Cyril (UTAM-F) RID, SAI, ORCID
    Number of authors2
    Source TitleVibration Problems ICOVP 2011. - Berlin : Springer, 2011 / Náprstek J. ; Horáček J. ; Okrouhlík M. ; Marvalová B. ; Verhulst F. ; Sawicki J.T. - ISSN 0930-8989 - ISBN 978-94-007-2068-8
    Pagess. 145-151
    Number of pages7 s.
    ActionInternational Conference on Vibrational Problems 2011
    Event date05.09.2011-08.09.2011
    VEvent locationPraha
    CountryCZ - Czech Republic
    Event typeWRD
    Languageeng - English
    CountryDE - Germany
    Keywordsauto-parametric resonance ; inverted pendulum ; slender structures
    Subject RIVJM - Building Engineering
    R&D ProjectsIAA200710805 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
    IAA200710902 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
    GA103/09/0094 GA ČR - Czech Science Foundation (CSF)
    CEZAV0Z20710524 - UTAM-F (2005-2011)
    UT WOS000314230800020
    AnnotationSlender structures exposed to a strong vertical component of an earthquake excitation are endangered by auto-parametric resonance effect. In sub-critical linear regime the vertical and horizontal response components are independent. In post-critical regime, the non-trivial horizontal response occurs and dynamic non-linear interaction of both vertical and horizontal response components takes place. It can be shown using a simplified analytical model, that there exist several theoretical stability limits either for the parameters of excitation or for parameters of the structure and subsoil. One corresponds to appearance of the non-trivial horizontal response. Other describes the case, when the horizontal response exhibits steadily increasing amplitude, which fact leads sooner or later to collapse of the structure.
    WorkplaceInstitute of Theoretical and Applied Mechanics
    ContactKulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
    Year of Publishing2012
Number of the records: 1  

  This site uses cookies to make them easier to browse. Learn more about how we use cookies.