"1"^^ . . . "During the foundation of constructions above the metro tunnels it is necessary to solve the transmission of vibrations from train carriage sets into their structure. The appropriate protection is by placing the whole structure on spring blocks, which will reduce the transmission of vibrations into the construction to an acceptable level. With the example of a steel frame structure with reinforced concrete floor slabs placed on concrete strips along the metro tunnels, there is solved the response of the structure to the vibration load \u2013 variably for a spring non-isolated construction and for a spring isolated construction with a help of spring elements Gerb. On the basis of a comparison of measured vibrations from the metro with the prognosis of the vibration of a spring non-isolated and spring mounted structure in the article there is then discussed the effectiveness of this spring isolated."@en . . "Efektivnost odpru\u017Een\u00ED ocelov\u00E9 konstrukce budovy vzhledem k vibrac\u00EDm od vlak\u016F metra" . "Efektivnost odpru\u017Een\u00ED ocelov\u00E9 konstrukce budovy vzhledem k vibrac\u00EDm od vlak\u016F metra" . . "3"^^ . "5-6" . "Makovi\u010Dka, Daniel" . . "Effectiveness of Spring Foundation of a Steel Building Structure Relating to Vibrations from Metro Trains"@en . "RIV/68407700:21610/14:00223720" . "RIV/68407700:21610/14:00223720!RIV15-GA0-21610___" . "Stavebn\u00ED obzor" . "Makovi\u010Dka, D." . "P(GAP105/11/1580)" . . . . . . "CZ - \u010Cesk\u00E1 republika" . . "P\u0159i zakl\u00E1d\u00E1n\u00ED budov nad tunely metra je nutn\u00E9 \u0159e\u0161it p\u0159enos vibrac\u00ED od vlakov\u00FDch souprav do jejich konstrukce. Vhodnou ochranou je ulo\u017Een\u00ED cel\u00E9 konstrukce na pru\u017Einov\u00E9 bloky, kter\u00E9 sn\u00ED\u017E\u00ED p\u0159enos vibrac\u00ED do budovy na p\u0159\u00EDpustnou m\u00EDru. Na p\u0159\u00EDkladu ocelov\u00E9 r\u00E1mov\u00E9 konstrukce se \u017Eelezobetonov\u00FDmi stropy, ulo\u017Een\u00E9 na betonov\u00FDch p\u00E1sech pod\u00E9l tunel\u016F metra, je \u0159e\u0161ena odezva konstrukce na vibra\u010Dn\u00ED zat\u00ED\u017Een\u00ED \u2013 variantn\u011B pro neodpru\u017Eenou budovu a pro odpru\u017Eenou budovu pomoc\u00ED pru\u017Einov\u00FDch prvk\u016F Gerb. Na z\u00E1klad\u011B porovn\u00E1n\u00ED nam\u011B\u0159en\u00FDch vibrac\u00ED od metra s progn\u00F3zou kmit\u00E1n\u00ED neodpru\u017Een\u00E9 a odpru\u017Een\u00E9 konstrukce je v \u010Dl\u00E1nku diskutov\u00E1na efektivnost odpru\u017Een\u00ED." . "21610" . . . "[48D28981D310]" . "1210-4027" . "23" . "Building; steel frame; transport vibration; spring foundation; dynamic response"@en . . "13078" . . "P\u0159i zakl\u00E1d\u00E1n\u00ED budov nad tunely metra je nutn\u00E9 \u0159e\u0161it p\u0159enos vibrac\u00ED od vlakov\u00FDch souprav do jejich konstrukce. Vhodnou ochranou je ulo\u017Een\u00ED cel\u00E9 konstrukce na pru\u017Einov\u00E9 bloky, kter\u00E9 sn\u00ED\u017E\u00ED p\u0159enos vibrac\u00ED do budovy na p\u0159\u00EDpustnou m\u00EDru. Na p\u0159\u00EDkladu ocelov\u00E9 r\u00E1mov\u00E9 konstrukce se \u017Eelezobetonov\u00FDmi stropy, ulo\u017Een\u00E9 na betonov\u00FDch p\u00E1sech pod\u00E9l tunel\u016F metra, je \u0159e\u0161ena odezva konstrukce na vibra\u010Dn\u00ED zat\u00ED\u017Een\u00ED \u2013 variantn\u011B pro neodpru\u017Eenou budovu a pro odpru\u017Eenou budovu pomoc\u00ED pru\u017Einov\u00FDch prvk\u016F Gerb. Na z\u00E1klad\u011B porovn\u00E1n\u00ED nam\u011B\u0159en\u00FDch vibrac\u00ED od metra s progn\u00F3zou kmit\u00E1n\u00ED neodpru\u017Een\u00E9 a odpru\u017Een\u00E9 konstrukce je v \u010Dl\u00E1nku diskutov\u00E1na efektivnost odpru\u017Een\u00ED."@cs . . "Effectiveness of Spring Foundation of a Steel Building Structure Relating to Vibrations from Metro Trains"@en . . "5"^^ . "Efektivnost odpru\u017Een\u00ED ocelov\u00E9 konstrukce budovy vzhledem k vibrac\u00EDm od vlak\u016F metra"@cs . "Efektivnost odpru\u017Een\u00ED ocelov\u00E9 konstrukce budovy vzhledem k vibrac\u00EDm od vlak\u016F metra"@cs . "Makovi\u010Dka, P." .