The influence of bell’s swaying on neo-gothic cathedral

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F19%3A00493012" target="_blank" >RIV/68378297:_____/19:00493012 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1007/978-3-319-99441-3_233" target="_blank" >https://doi.org/10.1007/978-3-319-99441-3_233</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-319-99441-3_233" target="_blank" >10.1007/978-3-319-99441-3_233</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The influence of bell’s swaying on neo-gothic cathedral

Popis výsledku v původním jazyce

One of the negative aspects of technological progress is the threat to historical heritage by the impacts of technical seismicity. Dynamic load represents a significant threat to the safety and durability of historic buildings. The long-term effects of these types of loads lead to degradation of materials and connections, cause the occurrence of cracks and can increase the size of these cracks, and potentially lead to large-scale damage. Loads which would be safe for undamaged structures could become critical. This risk is present for various types of historic buildings, differences may occur due to the condition of walls, the amount of dynamic load and maintenance quality – which also includes the timely identification of damage (building diagnostics) and subsequent timely (and hence not too expensive) repairs. The aim of this paper is minimizing the effect of the bell’s ringing on the Church

Název v anglickém jazyce

The influence of bell’s swaying on neo-gothic cathedral

Popis výsledku anglicky

One of the negative aspects of technological progress is the threat to historical heritage by the impacts of technical seismicity. Dynamic load represents a significant threat to the safety and durability of historic buildings. The long-term effects of these types of loads lead to degradation of materials and connections, cause the occurrence of cracks and can increase the size of these cracks, and potentially lead to large-scale damage. Loads which would be safe for undamaged structures could become critical. This risk is present for various types of historic buildings, differences may occur due to the condition of walls, the amount of dynamic load and maintenance quality – which also includes the timely identification of damage (building diagnostics) and subsequent timely (and hence not too expensive) repairs. The aim of this paper is minimizing the effect of the bell’s ringing on the Church

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

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)

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Structural analysis of historical constructions. An interdisciplinary approach

ISBN

978-3-319-99440-6

ISSN

2211-0844

e-ISSN

—

Počet stran výsledku

9

Strana od-do

2170-2178

Název nakladatele

Springer

Místo vydání

Amsterdam

Místo konání akce

Cusco

Datum konání akce

11. 9. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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