Singular solutions of a non-holonomic system as limits separating solution groups of particular type
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F18%3A00494187" target="_blank" >RIV/68378297:_____/18:00494187 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1051/matecconf/201821104001" target="_blank" >https://doi.org/10.1051/matecconf/201821104001</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/matecconf/201821104001" target="_blank" >10.1051/matecconf/201821104001</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Singular solutions of a non-holonomic system as limits separating solution groups of particular type
Popis výsledku v původním jazyce
The non-holonomic system represents a model of the ball tuned mass damper (TMD), as used to absorb vibration of selected engineering structures, where conventional absorber types are inapplicable. The device consists of a ball moving within a spherical cavity fixed with the structure. To deduce a governing diferential system the Appel-Gibbs formulation has been employed. The non-linear mathematical model includes six degrees of freedom and three non-holonomic constraints. The system has an auto-parametric character. The homogeneous di_erential system in the normal form is formulated. Its general properties are investigated for various settings of non-homogeneous initial conditions. Several singular solutions are extracted and physically interpreted. In principal, they represent limits separating solution groups of a certain character. The shape and general character of regular solutions within individual domains staked out by these limits are analyzed in order to facilitate a practical application of this theoretical background.
Název v anglickém jazyce
Singular solutions of a non-holonomic system as limits separating solution groups of particular type
Popis výsledku anglicky
The non-holonomic system represents a model of the ball tuned mass damper (TMD), as used to absorb vibration of selected engineering structures, where conventional absorber types are inapplicable. The device consists of a ball moving within a spherical cavity fixed with the structure. To deduce a governing diferential system the Appel-Gibbs formulation has been employed. The non-linear mathematical model includes six degrees of freedom and three non-holonomic constraints. The system has an auto-parametric character. The homogeneous di_erential system in the normal form is formulated. Its general properties are investigated for various settings of non-homogeneous initial conditions. Several singular solutions are extracted and physically interpreted. In principal, they represent limits separating solution groups of a certain character. The shape and general character of regular solutions within individual domains staked out by these limits are analyzed in order to facilitate a practical application of this theoretical background.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GC17-26353J" target="_blank" >GC17-26353J: Teoretické prediktivní modely interakce proměnného a pohyblivého zatížení využitelné v monitoringu mostních konstrukcí</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
MATEC Web of Conferences
ISBN
—
ISSN
2261-236X
e-ISSN
—
Počet stran výsledku
7
Strana od-do
—
Název nakladatele
EDP Sciences
Místo vydání
Paris
Místo konání akce
Lisbon
Datum konání akce
10. 9. 2018
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—