ANALY SIS OF VIBRATIONS ON SELECTED STRUCTURES OF RAILWAYS

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU129193" target="_blank" >RIV/00216305:26110/18:PU129193 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.journalakustika.com/" target="_blank" >https://www.journalakustika.com/</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

ANALY SIS OF VIBRATIONS ON SELECTED STRUCTURES OF RAILWAYS

Popis výsledku v původním jazyce

The paper deals with the measurement of vibrations in two selected operational structures in the railway infrastructure. The focus is the construction of railway infrastructure with concrete sleepers with and without the application of under sleeper pads. Suitable measuring stations on corridor lines were selected and the corresponding measurement methodology was designed for the measurement purposes. Based on the response of tested structures to a moving load, i.e. the train set, the monitored parameters were obtained. Vibration parameters of the two tested structures were determined based on the tests carried out. An appropriate mathematical apparatus was selected for the evaluation of the measurement, based on the use of mathematical methods in time and frequency domains. This article contains a comparison of parameters of the tested structures and recommendations for practice.

Název v anglickém jazyce

ANALY SIS OF VIBRATIONS ON SELECTED STRUCTURES OF RAILWAYS

Popis výsledku anglicky

The paper deals with the measurement of vibrations in two selected operational structures in the railway infrastructure. The focus is the construction of railway infrastructure with concrete sleepers with and without the application of under sleeper pads. Suitable measuring stations on corridor lines were selected and the corresponding measurement methodology was designed for the measurement purposes. Based on the response of tested structures to a moving load, i.e. the train set, the monitored parameters were obtained. Vibration parameters of the two tested structures were determined based on the tests carried out. An appropriate mathematical apparatus was selected for the evaluation of the measurement, based on the use of mathematical methods in time and frequency domains. This article contains a comparison of parameters of the tested structures and recommendations for practice.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

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OECD FORD obor

10307 - Acoustics

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Akustika

ISSN

1801-9064

e-ISSN

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Svazek periodika

30

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

10

Strana od-do

74-83

Kód UT WoS článku

000455573400007

EID výsledku v databázi Scopus

2-s2.0-85060162739