"P(GA103/03/0082)" . . "P\u0159i j\u00EDzd\u011B vlak\u016F uvnit\u0159 tunelov\u00E9 konstrukce vznikaj\u00ED vibrace, kter\u00E9 se \u0161\u00ED\u0159\u00ED od zdroje prost\u0159ednictv\u00EDm geologick\u00E9ho podlo\u017E\u00ED do z\u00E1klad\u016F vzd\u00E1len\u011Bj\u0161\u00EDch konstrukc\u00ED. Vibrace od \u00FA\u010Dink\u016F podpovrchov\u00E9 dopravy zpravidla neohro\u017Euj\u00ED bezpe\u010Dnost okoln\u00EDch konstrukc\u00ED. I p\u0159es tuto skute\u010Dnost mohou v\u0161ak b\u00FDt v\u00FDznamn\u00E9 z hlediska jejich nep\u0159\u00EDzniv\u00E9ho p\u016Fsoben\u00ED na osoby v obytn\u00E9 nebo kancel\u00E1\u0159sk\u00E9 \u010D\u00E1sti budov, kter\u00E9 d\u00EDky sv\u00E9mu nalad\u011Bn\u00ED vibrace z podlo\u017E\u00ED zpravidla zes\u00EDl\u00ED. Na p\u0159\u00EDkladu anal\u00FDzy obytn\u00E9 budovy je proveden v\u00FDpo\u010Det jej\u00ED dymanick\u00E9 odezvy p\u0159i zaveden\u00ED zat\u00ED\u017Een\u00ED, odpov\u00EDdaj\u00EDc\u00ED nam\u011B\u0159en\u00FDm \u010Dasov\u00FDm pr\u016Fb\u011Bh\u016Fm seismick\u00FDch \u00FA\u010Dink\u016F."@cs . . . . "1"^^ . "1"^^ . . "10"^^ . . "Anal\u00FDza odezvy stavebn\u00ED konstrukce, zat\u00ED\u017Een\u00E9 technickou seismicitou, \u0161\u00ED\u0159\u00EDc\u00ED se od konstrukce metra"@cs . "Earthquake Resistant Engineering Structures V" . "540941" . "1-84564-018-7" . "[1AD65C9A54FC]" . "Response Analysis of a Building Loaded by Technical Seismicity Propagating from a Tube Reiway Structure" . "This paper deals with the response analysis of a rubber vibro-base insulated building structure, based on a foundation pile structure. An elastic rubber course separates the upper and lower parts of the foundation plate and the footings. The structure is loaded by groundborne vibrations from an underground railway system. The actual history of the dynamic load measured on the pile heads was used as input data for the design of the vibro-base insulation and for a dynamic analysis of the structure. The whole bearing structure, subdivided into floor plates, columns, walls and girders, was taken into account in the structure calculation model. The rubber bed was modelled as Winkler-Pasternak supports in the part of the foundation plate and the elastic supports of the collumns and walls. The floor vibrations are predicted and compared with the non-insulated state of the building." . . "Response Analysis of a Building Loaded by Technical Seismicity Propagating from a Tube Reiway Structure"@en . "RIV/68407700:21610/05:07108613" . . . . "This paper deals with the response analysis of a rubber vibro-base insulated building structure, based on a foundation pile structure. An elastic rubber course separates the upper and lower parts of the foundation plate and the footings. The structure is loaded by groundborne vibrations from an underground railway system. The actual history of the dynamic load measured on the pile heads was used as input data for the design of the vibro-base insulation and for a dynamic analysis of the structure. The whole bearing structure, subdivided into floor plates, columns, walls and girders, was taken into account in the structure calculation model. The rubber bed was modelled as Winkler-Pasternak supports in the part of the foundation plate and the elastic supports of the collumns and walls. The floor vibrations are predicted and compared with the non-insulated state of the building."@en . . "21610" . "Response Analysis of a Building Loaded by Technical Seismicity Propagating from a Tube Reiway Structure"@en . "dynamic analysis, technical seismicity, vibro-base insulation, rubber"@en . . . . "WIT PRESS" . "675 ; 684" . "Wessex" . . "Makovi\u010Dka, Daniel" . "Anal\u00FDza odezvy stavebn\u00ED konstrukce, zat\u00ED\u017Een\u00E9 technickou seismicitou, \u0161\u00ED\u0159\u00EDc\u00ED se od konstrukce metra"@cs . "Response Analysis of a Building Loaded by Technical Seismicity Propagating from a Tube Reiway Structure" . "RIV/68407700:21610/05:07108613!RIV06-GA0-21610___" . .