"1"^^ . "Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B" . "Stanoven\u00ED \u00FAnosnosti rozp\u011Brn\u00FDch kotev v betonu na z\u00E1klad\u011B v\u00FDsledk\u016F experiment\u00E1ln\u00EDho ov\u011B\u0159ov\u00E1n\u00ED" . . "RIV/00216305:26110/08:PU77561!RIV10-MSM-26110___" . "concrete cone failure, failure of the steel bolt, cyclic loading, experimental verification, bearing capacity, tensile force"@en . "Stanoven\u00ED \u00FAnosnosti rozp\u011Brn\u00FDch kotev v betonu na z\u00E1klad\u011B v\u00FDsledk\u016F experiment\u00E1ln\u00EDho ov\u011B\u0159ov\u00E1n\u00ED"@cs . . "397155" . "Kotven\u00ED se nespecializuje pouze na nosn\u00E9 konstrukce, ale tak\u00E9 na konstrukce nenosn\u00E9, nap\u0159. opl\u00E1\u0161t\u011Bn\u00ED budov. Obvykle jsou zn\u00E1my pouze mezn\u00ED \u010Di n\u00E1vrhov\u00E9 \u00FAnosnosti v p\u0159\u00EDpad\u011B kotevn\u00EDch prvk\u016F, je\u017E jsou nam\u00E1h\u00E1ny statick\u00FDm (nem\u011Bnn\u00FDm) zat\u00ED\u017Een\u00EDm. Ale tyto prvky mohou b\u00FDt vystaveny i nam\u00E1h\u00E1n\u00ED cyklick\u00E9mu (prom\u011Bnliv\u00E9mu, opakovan\u00E9mu), jako je nap\u0159\u00EDklad zat\u00ED\u017Een\u00ED od v\u011Btru. Proto je vhodn\u00E9 ur\u010Dit \u00FAnosnost i pro tento zp\u016Fsob nam\u00E1h\u00E1n\u00ED. Lze tedy pou\u017E\u00EDt metodu experiment\u00E1ln\u00EDho zji\u0161t\u011Bn\u00ED \u00FAnosnosti p\u0159i cyklick\u00E9m zat\u00ED\u017Een\u00ED a jej\u00EDho n\u00E1sledn\u00E9ho porovn\u00E1n\u00ED s teoretickou (\u010Di rovn\u011B\u017E experiment\u00E1ln\u011B zji\u0161t\u011Bnou) \u00FAnosnost\u00ED statickou. Na z\u00E1klad\u011B tohoto porovn\u00E1n\u00ED pak odvodit alespo\u0148 p\u0159ibli\u017En\u011B jejich vz\u00E1jemn\u00E9 vztahy. Tento \u010Dl\u00E1nek p\u0159in\u00E1\u0161\u00ED n\u011Bkter\u00E9 informace o tomto experiment\u00E1ln\u00EDm v\u00FDzkumu."@cs . "Juniorstav 2008" . . "Stanoven\u00ED \u00FAnosnosti rozp\u011Brn\u00FDch kotev v betonu na z\u00E1klad\u011B v\u00FDsledk\u016F experiment\u00E1ln\u00EDho ov\u011B\u0159ov\u00E1n\u00ED"@cs . . . "The fastening is specialized not only for supporting structures but also for non-bearing members (for example the sheating of buildings) as well. Usually there is only the ultimate bearing capacity under static loading known. But this members may be exposed to wind load too. So it is necessary to determinate the bearing capacity under cyclic load. The experimental verification of behaviour of steel expansion anchors under the cyclic load, comparison with the static bearing capacity and finding their relations can be one of alternatives. This method is here presented and this paper is based on previous research of these problems."@en . . "[0557096FB8C6]" . "2008-01-23+01:00"^^ . . . . "P(1M0579), P(GA103/06/1107)" . "26110" . . "\u0160trba, Michal" . . "RIV/00216305:26110/08:PU77561" . . "Determination of bearing capacity of expansion anchors to concrete based on results from experimental verification"@en . . "978-80-86433-45-5" . "7"^^ . "Determination of bearing capacity of expansion anchors to concrete based on results from experimental verification"@en . . . . . . "1"^^ . "Kotven\u00ED se nespecializuje pouze na nosn\u00E9 konstrukce, ale tak\u00E9 na konstrukce nenosn\u00E9, nap\u0159. opl\u00E1\u0161t\u011Bn\u00ED budov. Obvykle jsou zn\u00E1my pouze mezn\u00ED \u010Di n\u00E1vrhov\u00E9 \u00FAnosnosti v p\u0159\u00EDpad\u011B kotevn\u00EDch prvk\u016F, je\u017E jsou nam\u00E1h\u00E1ny statick\u00FDm (nem\u011Bnn\u00FDm) zat\u00ED\u017Een\u00EDm. Ale tyto prvky mohou b\u00FDt vystaveny i nam\u00E1h\u00E1n\u00ED cyklick\u00E9mu (prom\u011Bnliv\u00E9mu, opakovan\u00E9mu), jako je nap\u0159\u00EDklad zat\u00ED\u017Een\u00ED od v\u011Btru. Proto je vhodn\u00E9 ur\u010Dit \u00FAnosnost i pro tento zp\u016Fsob nam\u00E1h\u00E1n\u00ED. Lze tedy pou\u017E\u00EDt metodu experiment\u00E1ln\u00EDho zji\u0161t\u011Bn\u00ED \u00FAnosnosti p\u0159i cyklick\u00E9m zat\u00ED\u017Een\u00ED a jej\u00EDho n\u00E1sledn\u00E9ho porovn\u00E1n\u00ED s teoretickou (\u010Di rovn\u011B\u017E experiment\u00E1ln\u011B zji\u0161t\u011Bnou) \u00FAnosnost\u00ED statickou. Na z\u00E1klad\u011B tohoto porovn\u00E1n\u00ED pak odvodit alespo\u0148 p\u0159ibli\u017En\u011B jejich vz\u00E1jemn\u00E9 vztahy. Tento \u010Dl\u00E1nek p\u0159in\u00E1\u0161\u00ED n\u011Bkter\u00E9 informace o tomto experiment\u00E1ln\u00EDm v\u00FDzkumu." . . . "Brno" . "Brno" . "Stanoven\u00ED \u00FAnosnosti rozp\u011Brn\u00FDch kotev v betonu na z\u00E1klad\u011B v\u00FDsledk\u016F experiment\u00E1ln\u00EDho ov\u011B\u0159ov\u00E1n\u00ED" .