Vibro-base Isolation of a Building to Decrease the Technical Seismicity Effect

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00210118" target="_blank" >RIV/68407700:21610/13:00210118 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.2495/ERES130261" target="_blank" >http://dx.doi.org/10.2495/ERES130261</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2495/ERES130261" target="_blank" >10.2495/ERES130261</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Vibro-base Isolation of a Building to Decrease the Technical Seismicity Effect

Popis výsledku v původním jazyce

When vehicles run on underground and above-ground roads, vibrations propagate from the traffic structures to the buildings in their vicinity. Vibro-base isolation is a promising method for reducing the vibrations of buildings. A layer of rubber or some other elastomer is usually used for this purpose. This elastic layer is located between twinned foundation base plate. In order to decide whether to implement vibro-isolation, a comparison is made between the response of a building with vibro-isolation and without vibro-isolation. A further aim of the paper is to use an example of a concrete structure to present the effectiveness of vibro-base isolation, namely by comparing vibration measurements before and after construction of the building. Free-field measurements, calculation prognosis of vibration and final vibration measurements on the residential floors of the building are compared and discussed.

Název v anglickém jazyce

Vibro-base Isolation of a Building to Decrease the Technical Seismicity Effect

Popis výsledku anglicky

When vehicles run on underground and above-ground roads, vibrations propagate from the traffic structures to the buildings in their vicinity. Vibro-base isolation is a promising method for reducing the vibrations of buildings. A layer of rubber or some other elastomer is usually used for this purpose. This elastic layer is located between twinned foundation base plate. In order to decide whether to implement vibro-isolation, a comparison is made between the response of a building with vibro-isolation and without vibro-isolation. A further aim of the paper is to use an example of a concrete structure to present the effectiveness of vibro-base isolation, namely by comparing vibration measurements before and after construction of the building. Free-field measurements, calculation prognosis of vibration and final vibration measurements on the residential floors of the building are compared and discussed.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GAP105%2F11%2F1580" target="_blank" >GAP105/11/1580: Přechodová odezva konstrukcí při krátkodobém dynamickém nebo rázovém zatížení od seismických účinků a výbuchů</a><br>

Návaznosti

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

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Earthquake Resistant Engineering Structures IX

ISBN

9781845647360

ISSN

1743-3509

e-ISSN

1743-3509

Počet stran výsledku

10

Strana od-do

323-332

Název nakladatele

WIT Press

Místo vydání

Southampton

Místo konání akce

Coruna

Datum konání akce

8. 7. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000342297200026