. "Vliv p\u0159edp\u011Bt\u00ED na mod\u00E1ln\u00ED vlastnosti lanov\u00FDch konstrukc\u00ED" . . . . . "Vliv p\u0159edp\u011Bt\u00ED na mod\u00E1ln\u00ED vlastnosti lanov\u00FDch konstrukc\u00ED" . "Neuveden" . "modal properties, geometric nonlinearity, verification of natural frequencies and modes of vibration"@en . . "Natural frequencies and modes are an important feature used in determination of dynamic response of many structures. Cable structural systems exhibit geometric nonlinear behavior and also their final state is dependent on their initial stress state. Modal properties of these systems are in relation with their deflection and stress state. The paper presents a study of dependence of natural frequencies and modes of guyed system on the level of its prestress. Further is examined the influence of geometric nonlinearity on the modal properties of the guyed mast."@en . "Vliv p\u0159edp\u011Bt\u00ED na mod\u00E1ln\u00ED vlastnosti lanov\u00FDch konstrukc\u00ED"@cs . "Vliv p\u0159edp\u011Bt\u00ED na mod\u00E1ln\u00ED vlastnosti lanov\u00FDch konstrukc\u00ED"@cs . . "Influence of prestress on modal properties of cable structures"@en . "P(1M0579), P(GA103/08/0275)" . "2009-11-22+01:00"^^ . "[F489A2FFA836]" . . "26110" . "Odezva stavebn\u00EDch konstrukc\u00ED na dynamick\u00E1 zat\u00ED\u017Een\u00ED je podm\u00EDn\u011Bna mod\u00E1ln\u00EDmi vlastnostmi konstrukce, tj. jej\u00EDmi frekvencemi a tvary vlastn\u00EDho kmit\u00E1n\u00ED. Tyto charakteristiky jsou z\u00E1visl\u00E9 na pom\u011Bru tuhosti a hmotnosti konstrukce a jej\u00EDch \u010D\u00E1st\u00ED. Zat\u00EDmco hmotnost syst\u00E9mu je zpravidla dob\u0159e pops\u00E1na, a tedy zn\u00E1m\u00E1, tuhost je zejm\u00E9na u \u0161t\u00EDhl\u00FDch a poddajn\u00FDch konstruk\u010Dn\u00EDch prvk\u016F, kam pat\u0159\u00ED i lanov\u00E9 konstruk\u010Dn\u00ED prvky, v\u00FDznamn\u011B ovlivn\u011Bna m\u00EDrou jejich napjatosti. V tomto p\u0159\u00EDsp\u011Bvku je zkoum\u00E1n vliv p\u0159edp\u011Bt\u00ED na frekvence a tvary vlastn\u00EDho kmit\u00E1n\u00ED lanov\u00FDch konstrukc\u00ED. Je pod\u00E1na formulace \u00FAlohy o vlastn\u00EDch \u010D\u00EDslech, jej\u00ED linearizace a \u0159e\u0161en\u00ED. Uveden\u00E1 teorie je prakticky aplikov\u00E1na na numerick\u00E9m p\u0159\u00EDkladu. Je provedena verifikace \u0159e\u0161en\u00ED pomoc\u00ED odezvy konstrukce v \u010Dasov\u00E9 oblasti."@cs . "978-80-227-3170-6" . . . . "Bratislava, Slovensk\u00E1 republika" . "1"^^ . "Odezva stavebn\u00EDch konstrukc\u00ED na dynamick\u00E1 zat\u00ED\u017Een\u00ED je podm\u00EDn\u011Bna mod\u00E1ln\u00EDmi vlastnostmi konstrukce, tj. jej\u00EDmi frekvencemi a tvary vlastn\u00EDho kmit\u00E1n\u00ED. Tyto charakteristiky jsou z\u00E1visl\u00E9 na pom\u011Bru tuhosti a hmotnosti konstrukce a jej\u00EDch \u010D\u00E1st\u00ED. Zat\u00EDmco hmotnost syst\u00E9mu je zpravidla dob\u0159e pops\u00E1na, a tedy zn\u00E1m\u00E1, tuhost je zejm\u00E9na u \u0161t\u00EDhl\u00FDch a poddajn\u00FDch konstruk\u010Dn\u00EDch prvk\u016F, kam pat\u0159\u00ED i lanov\u00E9 konstruk\u010Dn\u00ED prvky, v\u00FDznamn\u011B ovlivn\u011Bna m\u00EDrou jejich napjatosti. V tomto p\u0159\u00EDsp\u011Bvku je zkoum\u00E1n vliv p\u0159edp\u011Bt\u00ED na frekvence a tvary vlastn\u00EDho kmit\u00E1n\u00ED lanov\u00FDch konstrukc\u00ED. Je pod\u00E1na formulace \u00FAlohy o vlastn\u00EDch \u010D\u00EDslech, jej\u00ED linearizace a \u0159e\u0161en\u00ED. Uveden\u00E1 teorie je prakticky aplikov\u00E1na na numerick\u00E9m p\u0159\u00EDkladu. Je provedena verifikace \u0159e\u0161en\u00ED pomoc\u00ED odezvy konstrukce v \u010Dasov\u00E9 oblasti." . . "1"^^ . "RIV/00216305:26110/09:PU85979" . . "349472" . "Neva\u0159il, Ale\u0161" . . "Bratislava" . . "4"^^ . "7th International Conference on New Trends in Statics and Dynamics of Buildings" . "RIV/00216305:26110/09:PU85979!RIV10-MSM-26110___" . . "Influence of prestress on modal properties of cable structures"@en . .