All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

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

The result's identifiers

  • Result code in 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>

  • Result on the web

    <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>

Alternative languages

  • Result language

    angličtina

  • Original language name

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

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20102 - Construction engineering, Municipal and structural engineering

Result continuities

  • Project

    <a href="/en/project/GAP105%2F11%2F1580" target="_blank" >GAP105/11/1580: Transient response of structures under short-term dynamic or impact load due to seismic effects and explosions</a><br>

  • Continuities

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

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Earthquake Resistant Engineering Structures IX

  • ISBN

    9781845647360

  • ISSN

    1743-3509

  • e-ISSN

    1743-3509

  • Number of pages

    10

  • Pages from-to

    323-332

  • Publisher name

    WIT Press

  • Place of publication

    Southampton

  • Event location

    Coruna

  • Event date

    Jul 8, 2013

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000342297200026