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

Kód výsledku v 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>

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

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

Popis výsledku anglicky

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

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

Projekt

<a href="/cs/project/GC13-34405J" target="_blank" >GC13-34405J: Náhodné kmitání prutových konstrukcí způsobené kombinací pohyblivého zatížení a větru.</a><br>

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

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

—

Počet stran výsledku

13

Strana od-do

—

Název nakladatele

Civil-Comp Press

Místo vydání

Kippen

Místo konání akce

Neapol

Datum konání akce

2. 9. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—