• română
    • English
    • français
    • Deutsch
    • español
    • italiano
  • română 
    • română
    • English
    • français
    • Deutsch
    • español
    • italiano
  • Logare
Vezi articolul 
  •   Pagina principală
  • Scientific papers - Annals of "Dunarea de Jos" University of Galati - Analele științifice ale Universității "Dunărea de Jos" din Galați
  • Fascicula XIV
  • 1995-2015
  • 2012 fascicula14 nr1
  • Vezi articolul
  •   Pagina principală
  • Scientific papers - Annals of "Dunarea de Jos" University of Galati - Analele științifice ale Universității "Dunărea de Jos" din Galați
  • Fascicula XIV
  • 1995-2015
  • 2012 fascicula14 nr1
  • Vezi articolul
JavaScript is disabled for your browser. Some features of this site may not work without it.

Study on a Seismic Isolation Method Suitable for an Architectural Monument

Thumbnail
View/Open
ugal_fascicula14_2012_nr1_ Scheaua_Nedelcut.pdf (684.8Kb)
Dată
2012
Autor
Șcheaua, Fănel
Nedelcuț, Florin
Metadata
Arată înregistrarea completă a articolului
Abstract
The research presented in this scientific paper investigates an adaptive seismic isolation system meant to protect architectural monuments structures subjected to a variety of seismic ground motions. This scientific paper presents a solution that is adequate for the seismic isolation of a small building or a man-made monument, having height and side of the base less than 10 meters. This paper concentrates on the analysis and experimental implementation of an adaptive isolation system for an architectural monument represented by the statue of Ovidius in Constanta (Romania). The solution proposed by the authors is one of a composed type. The isolation system consists of sliding isolation bearings in combination with a central fluid viscous damper device. In order to acquire a good seismic isolation and due to the symmetry in the vertical diametric plane, the chosen solution consists of four sliding bearings (friction pendulum type), located in the corners of the base support. Additionally, the monument is attached to the upper plate of the base support through a dissipative hydraulic element. This one has the role of insulating the monument against the normal movement of soil, mostly due to location of the monument in a public square, accessible to road traffic. The results of the research have revealed a favorable characteristic of this isolation system. The proposed system is therefore capable of simultaneously limiting the response of both sliding base isolation system and superstructure, for a large variety of seismic ground motions.
URI
http://10.11.10.50/xmlui/handle/123456789/4424
Colecții
  • 2012 fascicula14 nr1 [20]

DSpace 6.0 | Copyright © Arthra Institutional Repository
Contactați-ne | Trimite feedback
Theme by 
Atmire NV
 

 

Răsfoiește

În tot DSpaceComunități; ColecțiiDupă data publicăriiAutoriTitluriSubiecteAceastă colecțieDupă data publicăriiAutoriTitluriSubiecte

Contul meu

Conectare

DSpace 6.0 | Copyright © Arthra Institutional Repository
Contactați-ne | Trimite feedback
Theme by 
Atmire NV