0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Performance assessment of concrete structures based on probabilistic prediction models and monitoring information

 Performance assessment of concrete structures based on probabilistic prediction models and monitoring information
Auteur(s): ORCID, , , ,
Présenté pendant IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, publié dans , pp. 1120-1127
DOI: 10.2749/222137815818358402
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.09 MB

An efficient evaluation and prediction of mechanical and chemical degradation processes is fundamental requirement for life-cycle analysis as well as for the complete assessment of concrete structu...
Lire plus

Détails bibliographiques

Auteur(s): ORCID (University of Natural Resources and Life Sciences, Vienna, Austria)
(University of Natural Resources and Life Sciences, Vienna, Austria)
(University of Natural Resources and Life Sciences, Vienna, Austria)
(University of Natural Resources and Life Sciences, Vienna, Austria)
(Lehigh University, Bethlehem, PA, USA)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Publié dans:
Page(s): 1120-1127 Nombre total de pages (du PDF): 8
Page(s): 1120-1127
Nombre total de pages (du PDF): 8
Année: 2015
DOI: 10.2749/222137815818358402
Abstrait:

An efficient evaluation and prediction of mechanical and chemical degradation processes is fundamental requirement for life-cycle analysis as well as for the complete assessment of concrete structures. Important tools and valuable support in these tasks are inspection systems and monitoring methods. Unfortunately, due to their practical feasibility and costs they entail, their applicability is limited. Hence, information gathered with inspection and monitoring methods need to be used in the most effective manner The aim of this paper is to present a framework for the prediction of time-dependent performance indicators of concrete structures prone to fatigue, with emphasis on a wind turbine foundation. A theoretical background with selected indicators is presented through associated life-cycle prediction methods including inspection and monitoring information with incorporated reliability.