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Dynamic stiffness matrix modal characteristic determination by means of the lambda matrix strategy

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F14%3A00431409" target="_blank" >RIV/68378297:_____/14:00431409 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.ctresources.info/ccp/paper.html?id=8283" target="_blank" >http://www.ctresources.info/ccp/paper.html?id=8283</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4203/ccp.106.140" target="_blank" >10.4203/ccp.106.140</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Dynamic stiffness matrix modal characteristic determination by means of the lambda matrix strategy

  • Original language description

    The aim of the study, described in this paper, is an alternative analysis for the structure response or modal properties. The structure consists of one-dimensional bars (rectior curvi-linear). Analysis is considered on a full abstract basis as a problemof a differential system of an oriented graph. This graph is a geometric representation of the investigated mechanical system, where elements of the graph are individual bars of the system, recti- or curvilinear. The system as a whole is fixed through boundary conditions or interconnected with other sub-systems. Hence the paper can be taken as a follow up to an earlier work where a full mathematical background dealing with a general problem has been discussed. This paper is focused to the problem of dynamics of a system with straight prismatic bars with uniformly distributed mass. Any dissipation is omitted to keep the formulation in the real domain. The detailed assembling algorithm of the dynamic stiffness matrix (DSM) in local coordi

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GC13-34405J" target="_blank" >GC13-34405J: Stochastic vibration of beam structures due to moving random loads and wind actions.</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2014

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Civil-Comp Proceedings 106. Proceedings of the twelfth international conference on computational structures technology

  • ISBN

    978-1-905088-61-4

  • ISSN

    1759-3433

  • e-ISSN

  • Number of pages

    13

  • Pages from-to

  • Publisher name

    Civil-Comp Press

  • Place of publication

    Kippen

  • Event location

    Neapol

  • Event date

    Sep 2, 2014

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article