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Analysis of vibrations on the historical structures induced by technical seismicity

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F19%3A00508553" target="_blank" >RIV/68378297:_____/19:00508553 - isvavai.cz</a>

  • Výsledek na webu

    <a href="https://www.taylorfrancis.com/books/e/9780429426506/chapters/10.1201/9780429426506-15" target="_blank" >https://www.taylorfrancis.com/books/e/9780429426506/chapters/10.1201/9780429426506-15</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1201/9780429426506-15" target="_blank" >10.1201/9780429426506-15</a>

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Analysis of vibrations on the historical structures induced by technical seismicity

  • Popis výsledku v původním jazyce

    Dynamic loads are created due to natural as well as artificial phenomena. The former case includes wind, natural seismicity (earthquakes, even of a small intensity), vibrations caused by landslides etc., while the latter includes various human activities such as transportation (road and railroad, surface and underground), the effects of imperfectly balanced and maintained machines, mining and demolition explosions, mining vibrations, supersonic aircraft, ringing of large bells. Long-term dynamic loads represent a serious factor which endangers the safety and durability of historical buildings. Continued exposure to these types of loads contributes to the degradation of materials and joints, causing the initiation of cracks or an increase of existing small ones, such that they may endanger the structure. Loads, which an undamaged structure could safely resist, can become critical when such loading is repeated many times. This risk is present in various types of historical buildings, and is influenced by changes in the magnitude of vibrations, by the distance from their source, and by the quality of the building’s maintenance. Good maintenance, which includes regular inspections, affords early detection of any emerging damage and its subsequent repair. The goal of this paper is the analysis and evaluation of the effects of such human induced vibrations on historical buildings.

  • Název v anglickém jazyce

    Analysis of vibrations on the historical structures induced by technical seismicity

  • Popis výsledku anglicky

    Dynamic loads are created due to natural as well as artificial phenomena. The former case includes wind, natural seismicity (earthquakes, even of a small intensity), vibrations caused by landslides etc., while the latter includes various human activities such as transportation (road and railroad, surface and underground), the effects of imperfectly balanced and maintained machines, mining and demolition explosions, mining vibrations, supersonic aircraft, ringing of large bells. Long-term dynamic loads represent a serious factor which endangers the safety and durability of historical buildings. Continued exposure to these types of loads contributes to the degradation of materials and joints, causing the initiation of cracks or an increase of existing small ones, such that they may endanger the structure. Loads, which an undamaged structure could safely resist, can become critical when such loading is repeated many times. This risk is present in various types of historical buildings, and is influenced by changes in the magnitude of vibrations, by the distance from their source, and by the quality of the building’s maintenance. Good maintenance, which includes regular inspections, affords early detection of any emerging damage and its subsequent repair. The goal of this paper is the analysis and evaluation of the effects of such human induced vibrations on historical buildings.

Klasifikace

  • Druh

    D - Stať ve sborníku

  • CEP obor

  • OECD FORD obor

    20102 - Construction engineering, Municipal and structural engineering

Návaznosti výsledku

  • Projekt

    <a href="/cs/project/DG18P02OVV040" target="_blank" >DG18P02OVV040: Památky v pohybu</a><br>

  • Návaznosti

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Ostatní

  • Rok uplatnění

    2019

  • Kód důvěrnosti údajů

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

Údaje specifické pro druh výsledku

  • Název statě ve sborníku

    Advances in engineering materials, structures and systems: innovations, mechanics and applications

  • ISBN

    978-1-138-38696-9

  • ISSN

  • e-ISSN

  • Počet stran výsledku

    6

  • Strana od-do

    91-96

  • Název nakladatele

    CRC Press/Balkema

  • Místo vydání

    Leiden

  • Místo konání akce

    Cape Town

  • Datum konání akce

    2. 9. 2019

  • Typ akce podle státní příslušnosti

    WRD - Celosvětová akce

  • Kód UT WoS článku

    000504648100015