Time-dependent seismic fragility analysis of corroded pile-supported wharves with updating limit states

Pile-supported wharves, as one of the main components in marine harbor systems, are subjected to multiple hazards such as earthquakes and corrosion during their lifetime. In this paper, the corrosion initiation time due to chloride ion diffusion (using both the deterministic and probabilistic approa...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2021-03, Vol.142, p.106551, Article 106551
Hauptverfasser:	Mirzaeefard, Hamid, Hariri-Ardebili, Mohammad Amin, Mirtaheri, Masoud
Format:	Artikel
Sprache:	eng
Schlagworte:	Aging Chloride ions Compressive strength Corrosion Ductility Earthquakes Fragility Geological hazards Harbors Humidity variations Ion diffusion Life cycle assessment Life cycles Limit states Mathematical analysis Mathematical models Pile-supported wharves Seismic activity Seismic analysis Seismic response Structural strength Time dependence Time-dependent fragility Ultimate tensile strength Updating limit states Wharves
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!