"Ocelobetonov\u00E9 konstrukce prim\u00E1rn\u00EDch ost\u011Bn\u00ED podzemn\u00EDch d\u011Bl, tunel\u016F a kolektor\u016F, jsou dnes nejroz\u0161\u00ED\u0159en\u011Bj\u0161\u00ED formou stabilizace horninov\u00E9ho prost\u0159ed\u00ED, obklopuj\u00EDc\u00EDho v\u00FDrub/v\u00FDlom d\u00EDla. Z\u00E1kladem ocelobetonov\u00E9 konstrukce prim\u00E1rn\u00EDch ost\u011Bn\u00ED jsou st\u0159\u00EDkan\u00FD beton, ocelov\u00E9 r\u00E1my, konstruovan\u00E9 z prut\u016F r\u016Fzn\u00FDch typ\u016F pr\u016F\u0159ez\u016F (p\u0159\u00EDhradov\u00E9, v\u00E1lcovan\u00E9, sva\u0159ovan\u00E9, d\u016Fln\u00ED, apod.) a ocelov\u00E1 m\u00ED\u017Eovina. Ocelov\u00E9 prky dopl\u0148uj\u00ED a napom\u00E1haj\u00ED k napln\u011Bn\u00ED stabiliza\u010Dn\u00ED role st\u0159\u00EDkan\u00E9ho betonu a vytv\u00E1\u0159\u00ED okam\u017Eitou stabiliza\u010Dn\u00ED reakci. St\u0159\u00EDkan\u00FD beton integruje ocelov\u00E9 prvky s horninov\u00FDm masivem a zaji\u0161\u0165uje efektivn\u00ED mobilizaci stabilitn\u00EDho potenci\u00E1lu horninov\u00E9ho prost\u0159ed\u00ED. V p\u0159\u00EDsp\u011Bveku je podrobn\u011B rozvedena metoda stanoven\u00ED stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu \u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED. Metoda je odvozena z teorie spolupracuj\u00EDc\u00EDch prstenc\u016F. Teorie prstenc\u016F dovoluje stanovit stav napjatosti v libovoln\u00E9m materi\u00E1lov\u011B heterogen\u00EDm pr\u016F\u0159ezu, kter\u00FD lze rozlo\u017Eit na soustavu prstenc\u016F. Ocelobetonov\u00FD pr\u016F\u0159ez uveden\u00FDm zp\u016Fsobem rozlo\u017Eit lze."@cs . . "CZ - \u010Cesk\u00E1 republika" . . "Sta\u0148kov\u00E1, Jana" . . "P(GA103/09/1438), S" . . . . . "294531" . . "Ur\u010Den\u00ED p\u0159etv\u00E1rn\u00FDch vlastnost\u00ED a stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED"@cs . . "Ur\u010Den\u00ED p\u0159etv\u00E1rn\u00FDch vlastnost\u00ED a stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED" . "[A5E517D0A31C]" . "Hrube\u0161ov\u00E1, Eva" . "Mohyla, Marek" . . . "tunnel, deformational properties, steel-reinforced concrete lining"@en . "Ur\u010Den\u00ED p\u0159etv\u00E1rn\u00FDch vlastnost\u00ED a stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED" . "7"^^ . . "Tunel" . "1211-0728" . . . "Ur\u010Den\u00ED p\u0159etv\u00E1rn\u00FDch vlastnost\u00ED a stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED"@cs . "4"^^ . "The steel concrete section of a primary tunnel lining is the most frequent structure met nowdays to manage the ground aroud any openings. It consists of shocrete and steel arch frames of various cross bar (truss, rolled, welded, mine section) and steel grids. The steel elements indorse the shotcrete to performe its task and they provide for prompt response after lining contruction. The shotcrete completes the steel elements and the ground in one unit together and involves the ground to be in work in effective manner as well. The paper details a method that sets up the stress state in section of the steel concrete tunnel lining. The theory of ongoing work of jointed rings is the main approach the method is formulated on. It works out the values of the stress in enyone heterogenuous section that can be dissected on rings as all section of the steel concrete tunnel lining do."@en . "3"^^ . "Determination of deformational properties and state of stress in a steel-reinforced concrete lining cross section"@en . "Vojtas\u00EDk, Karel" . . "Determination of deformational properties and state of stress in a steel-reinforced concrete lining cross section"@en . . "19" . "RIV/61989100:27120/10:10224700" . "Ocelobetonov\u00E9 konstrukce prim\u00E1rn\u00EDch ost\u011Bn\u00ED podzemn\u00EDch d\u011Bl, tunel\u016F a kolektor\u016F, jsou dnes nejroz\u0161\u00ED\u0159en\u011Bj\u0161\u00ED formou stabilizace horninov\u00E9ho prost\u0159ed\u00ED, obklopuj\u00EDc\u00EDho v\u00FDrub/v\u00FDlom d\u00EDla. Z\u00E1kladem ocelobetonov\u00E9 konstrukce prim\u00E1rn\u00EDch ost\u011Bn\u00ED jsou st\u0159\u00EDkan\u00FD beton, ocelov\u00E9 r\u00E1my, konstruovan\u00E9 z prut\u016F r\u016Fzn\u00FDch typ\u016F pr\u016F\u0159ez\u016F (p\u0159\u00EDhradov\u00E9, v\u00E1lcovan\u00E9, sva\u0159ovan\u00E9, d\u016Fln\u00ED, apod.) a ocelov\u00E1 m\u00ED\u017Eovina. Ocelov\u00E9 prky dopl\u0148uj\u00ED a napom\u00E1haj\u00ED k napln\u011Bn\u00ED stabiliza\u010Dn\u00ED role st\u0159\u00EDkan\u00E9ho betonu a vytv\u00E1\u0159\u00ED okam\u017Eitou stabiliza\u010Dn\u00ED reakci. St\u0159\u00EDkan\u00FD beton integruje ocelov\u00E9 prvky s horninov\u00FDm masivem a zaji\u0161\u0165uje efektivn\u00ED mobilizaci stabilitn\u00EDho potenci\u00E1lu horninov\u00E9ho prost\u0159ed\u00ED. V p\u0159\u00EDsp\u011Bveku je podrobn\u011B rozvedena metoda stanoven\u00ED stavu nap\u011Bt\u00ED v pr\u016F\u0159ezu \u011Bt\u00ED v pr\u016F\u0159ezu ocelobetonov\u00E9ho ost\u011Bn\u00ED. Metoda je odvozena z teorie spolupracuj\u00EDc\u00EDch prstenc\u016F. Teorie prstenc\u016F dovoluje stanovit stav napjatosti v libovoln\u00E9m materi\u00E1lov\u011B heterogen\u00EDm pr\u016F\u0159ezu, kter\u00FD lze rozlo\u017Eit na soustavu prstenc\u016F. Ocelobetonov\u00FD pr\u016F\u0159ez uveden\u00FDm zp\u016Fsobem rozlo\u017Eit lze." . "RIV/61989100:27120/10:10224700!RIV11-GA0-27120___" . . "4" . "27120" . .