"Optimalizace n\u00E1vrhu konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED s\u00ED\u0165ov\u00E9ho oblouku pro minimalizaci jeho nam\u00E1h\u00E1n\u00ED a n\u00E1klad\u016F na zhotoven\u00ED konstrukce"@cs . "[C6BF2CC0FF77]" . "156833" . . "RIV/68407700:21110/12:00204070!RIV13-TA0-21110___" . . "Vr\u00E1bl\u00EDk, Luk\u00E1\u0161" . "2"^^ . . "Optimalizace n\u00E1vrhu konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED s\u00ED\u0165ov\u00E9ho oblouku pro minimalizaci jeho nam\u00E1h\u00E1n\u00ED a n\u00E1klad\u016F na zhotoven\u00ED konstrukce" . . . "OT2012/1" . "P(TA01031920)" . "N\u00E1klady spojen\u00E9 s optimalizac\u00ED konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED (zv\u00FD\u0161en\u00E9 n\u00E1klady na projektov\u00E9 pr\u00E1ce, slo\u017Eit\u011Bj\u0161\u00ED prostorov\u00E1 geometrie) jsou zanedbateln\u00E9 ve srovn\u00E1n\u00ED s celkov\u00FDmi n\u00E1klady na po\u0159\u00EDzen\u00ED konstrukce. \u00DAspora n\u00E1klad\u016F dan\u00E1 redukc\u00ED spot\u0159eby hmot tyto zv\u00FD\u0161en\u00E9 n\u00E1klady mnohon\u00E1sobn\u011B p\u0159ev\u00FD\u0161\u00ED." . "Vytvo\u0159ena byla technologie pro optimalizaci konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED obloukov\u00FDch a p\u0159esypan\u00FDch klenbov\u00FDch mostn\u00EDch konstrukc\u00ED, p\u0159i jej\u00EDm\u017E pou\u017Eit\u00ED doch\u00E1z\u00ED k v\u00FDznamn\u00E9 redukci nam\u00E1h\u00E1n\u00ED konstrukce. Toto m\u00E1 za n\u00E1sledek, \u017Ee je mo\u017En\u00E9 bezpe\u010Dn\u011B realizovat subtiln\u011Bj\u0161\u00ED konstrukce, co\u017E znamen\u00E1 \u00FAsporu spot\u0159ebovan\u00FDch materi\u00E1l\u016F a z\u00E1rove\u0148 i zaru\u010Duje mnohem lep\u0161\u00ED fungov\u00E1n\u00ED konstrukce z hlediska dlouhodob\u00E9 pou\u017Eitelnosti a projektovan\u00E9 funkce. Praktick\u00E1 pou\u017Eit\u00ED vytvo\u0159en\u00E9 technologie potvrdily p\u0159edpokl\u00E1dan\u00E9 v\u00FDsledky. Navr\u017Een\u00E1 technologie byla p\u0159\u00EDmo vyu\u017Eita p\u0159i realizaci v\u00FDznamn\u00FDch mostn\u00EDch konstrukc\u00ED - Trojsk\u00FD most, obloukov\u00FD sdru\u017Een\u00FD s\u00ED\u0165ov\u00FD most s doln\u00ED mostovkou, o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 200,0m/20,0m; Most na p\u0159elo\u017Ece silnice II t\u0159\u00EDdy T\u00E1bor - Slapy, obloukov\u00FD silni\u010Dn\u00ED most s horn\u00ED mostovkou o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 100,0m/24,0m; Most nad cestou 111/018 191 v km 88,400 D1 Fri\u010Dovce - Svi\u0148a, obloukov\u00E1 p\u0159es\u00FDpan\u00E1 konstrukce o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 16m/7,3m s v\u00FD\u0161kou nadn\u00E1sypu v ose cca 5,2m; Most p\u0159es potok \u00FAst\u00EDc\u00ED do Hejtmanu v km 88,625 D3 T\u00E1bor - Vesel\u00ED nad Lu\u017Enic\u00ED, obloukov\u00E1 p\u0159es\u00FDpan\u00E1 konstrukce o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 23.0m/6,5m s v\u00FD\u0161kou nadn\u00E1sypu ose 0,5m."@cs . "Optimalizace n\u00E1vrhu konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED s\u00ED\u0165ov\u00E9ho oblouku pro minimalizaci jeho nam\u00E1h\u00E1n\u00ED a n\u00E1klad\u016F na zhotoven\u00ED konstrukce"@cs . . "Navr\u017Een\u00E1 technologie optimalizace m\u016F\u017Ee b\u00FDt pou\u017Eita pro libovoln\u00E9 obloukov\u00E9 konstrukce, s drobnou \u00FApravu i pro p\u0159esypan\u00E9 klenbov\u00E9 konstrukce. Navr\u017Een\u00E9 konstrukce vykazuj\u00ED men\u0161\u00ED spot\u0159eby materi\u00E1l\u016F na jejich realizaci a lep\u0161\u00ED vlastnosti z hlediska dlouhodob\u00E9 pou\u017Eitelnosti." . . "The Optimization of Structure Design of Network Arches for Better Structure Behaviour and for Cost Reduction"@en . . "The Optimization of Structure Design of Network Arches for Better Structure Behaviour and for Cost Reduction"@en . "Technology was developed for the optimization of structural design of arch bridges and burried arch bridges. The main goal of this technology is a significant reduction of stress on the structure. By using this technology it is possible to realize and design very stiff structure, which means a saving of materials consumed and also ensures a much better functioning of the structure due to long-term usability and design functions. The practical application of the developed technology confirmed the expected results. The proposed technology has been directly used during the design and construction of significant bridge structure - Troja bridge, network arch bridge with the lower superstructure deck, the span/risel 200.0 m/20, 0m; Bridge on road II. class relocation T\u00E1bor - Slapy, road arch bridge with the upper deck the span/rise 100.0 m/24, 0m; bridge over route 111/018 191 km 88 400 highway D1 Fri\u010Dovce - Svi\u0148a, buried arch structure is span/rise 16m / 7.3 m; Bridge over a stream leading into the Hejtman lake, highway D3 88,625 km T\u00E1bor - Vesel\u00ED nad Lu\u017Enic\u00ED, arch burried structure span/rise 23.0 m / 6.5 m."@en . . . . . "Vytvo\u0159ena byla technologie pro optimalizaci konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED obloukov\u00FDch a p\u0159esypan\u00FDch klenbov\u00FDch mostn\u00EDch konstrukc\u00ED, p\u0159i jej\u00EDm\u017E pou\u017Eit\u00ED doch\u00E1z\u00ED k v\u00FDznamn\u00E9 redukci nam\u00E1h\u00E1n\u00ED konstrukce. Toto m\u00E1 za n\u00E1sledek, \u017Ee je mo\u017En\u00E9 bezpe\u010Dn\u011B realizovat subtiln\u011Bj\u0161\u00ED konstrukce, co\u017E znamen\u00E1 \u00FAsporu spot\u0159ebovan\u00FDch materi\u00E1l\u016F a z\u00E1rove\u0148 i zaru\u010Duje mnohem lep\u0161\u00ED fungov\u00E1n\u00ED konstrukce z hlediska dlouhodob\u00E9 pou\u017Eitelnosti a projektovan\u00E9 funkce. Praktick\u00E1 pou\u017Eit\u00ED vytvo\u0159en\u00E9 technologie potvrdily p\u0159edpokl\u00E1dan\u00E9 v\u00FDsledky. Navr\u017Een\u00E1 technologie byla p\u0159\u00EDmo vyu\u017Eita p\u0159i realizaci v\u00FDznamn\u00FDch mostn\u00EDch konstrukc\u00ED - Trojsk\u00FD most, obloukov\u00FD sdru\u017Een\u00FD s\u00ED\u0165ov\u00FD most s doln\u00ED mostovkou, o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 200,0m/20,0m; Most na p\u0159elo\u017Ece silnice II t\u0159\u00EDdy T\u00E1bor - Slapy, obloukov\u00FD silni\u010Dn\u00ED most s horn\u00ED mostovkou o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 100,0m/24,0m; Most nad cestou 111/018 191 v km 88,400 D1 Fri\u010Dovce - Svi\u0148a, obloukov\u00E1 p\u0159es\u00FDpan\u00E1 konstrukce o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 16m/7,3m s v\u00FD\u0161kou nadn\u00E1sypu v ose cca 5,2m; Most p\u0159es potok \u00FAst\u00EDc\u00ED do Hejtmanu v km 88,625 D3 T\u00E1bor - Vesel\u00ED nad Lu\u017Enic\u00ED, obloukov\u00E1 p\u0159es\u00FDpan\u00E1 konstrukce o rozp\u011Bt\u00ED/vzep\u011Bt\u00ED 23.0m/6,5m s v\u00FD\u0161kou nadn\u00E1sypu ose 0,5m." . . . "R\u016F\u017Ei\u010Dka, Jakub" . "21110" . . "Optimalizace n\u00E1vrhu konstruk\u010Dn\u00EDho \u0159e\u0161en\u00ED s\u00ED\u0165ov\u00E9ho oblouku pro minimalizaci jeho nam\u00E1h\u00E1n\u00ED a n\u00E1klad\u016F na zhotoven\u00ED konstrukce" . . . . "network arch; shape optimization; structure solution"@en . "RIV/68407700:21110/12:00204070" . . "http://concrete.fsv.cvut.cz/~vrablik/" . "2"^^ . .