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”

Seismic Response of a Structure under Various Subsoil Models

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00210119" target="_blank" >RIV/68407700:21610/13:00210119 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Seismic Response of a Structure under Various Subsoil Models

  • Original language description

    The paper describes three types of methodologies for modelling the soil - structure interaction of a building under seismic load. An example of a real building is used to demonstrate differences in the dynamic response results A 3D calculation model forthe RC building was set up, and variant options of the soil models were considered for a dynamic analysis of the calculation model. In calculation model A, the soil was modelled using equivalent stiffness values of the soil, stemming from the theory of arigid circular disc on an elastic homogeneous half-space. Non-uniformly modelled vertical stiffness of the soil according to the Boussinesq model was used for model B. Model C was used for modelling the soil according to its actual composition, with subsequent additional calculation of the Winkler-Pasternak constants of the soil. Models A and B, where homogeneous "averaged" soil is considered using the equivalent stiffness model (spring constants), both show almost no serious difference

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

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

    Proceedings of the 11th International Conference on Vibration Problems

  • ISBN

    978-989-96264-4-7

  • ISSN

  • e-ISSN

  • Number of pages

    1

  • Pages from-to

    299

  • Publisher name

    APMTAC - Associacao Portuguesa de Mecanica Teorica, Aplicada e Computacional

  • Place of publication

    Lisabon

  • Event location

    Lisbon

  • Event date

    Sep 9, 2013

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article