Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS

    A stability problem for an elastic structure subjected to conservative and active forces is considered. The structure has unilateral constraints and initial imperfections. An example of a system with two degrees of freedom shows that in general case, the analysis of stable states of such structures may be performed only on the basis of a non-linearized problem of stability.

    Access

    Download

    Access

    Download

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS

    A stability problem for an elastic structure subjected to conservative and active forces is considered. The structure has unilateral constraints and initial imperfections. An example of a system with two degrees of freedom shows that in general case, the analysis of stable states of such structures may be performed only on the basis of a non-linearized problem of stability.

    Access

    Download

    EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS

    A stability problem for an elastic structure subjected to conservative and active forces is considered. The structure has unilateral constraints and initial imperfections. An example of a system with two degrees of freedom shows that in general case, the analysis of stable states of such structures may be performed only on the basis of a non-linearized problem of stability.

    Access

    Download

    Access

    Download

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS

    Contributors:

    Yuri Borisovitch Goldshtein (author)

    Published in:

    Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 39-45 (2010)

    Publication date:

    2010

    ISSN:

    1815-5235 , 2587-8700

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    Unknown

    Keywords:

    рабочая система , нелинеаризованная задача , параметр нагружения , перескок , Architectural engineering. Structural engineering of buildings , TH845-895

    Metadata by DOAJ is licensed under ​CC BY-SA 1.0

    Similar titles

    Equilibrium Configurations of Heavy Elastica Beams Under Unilateral Contact Constraints

    Abdel-Jaber, M. / Al-Sadder, S. / Shatnawi, A. et al. | British Library Conference Proceedings | 2008

    Stability of Structures with Constraints in Displacements

    Godoy, L. A. / Mirasso, A. E. / American Society of Civil Engineers; Engineering Mechanics Division et al. | British Library Conference Proceedings | 1995

    Thin-walled elastic beams with finite displacements

    Møllmann, Hugo | TIBKAT | 1981

    Analysis of slender structural elements under unilateral contact constraints

    da Mota Silveira, R. A. / Goncalves, P. B. | British Library Online Contents | 2001

    A numerical procedure for the analysis of structures with unilateral constraints

    Briccoli Bati, S. / Paradiso, M. / Tempesta, G. et al. | British Library Conference Proceedings | 1995

    Back to top