Seismic response analysis of intake tower structure under near-fault ground motions with forward-directivity and fling-step effects

Forward-directivity and fling-step effects of fault rupture generally cause large amplitude and long-period velocity pulses in near-fault ground motions, which impose severe damages on structures. In this paper, 30 typical near-fault impulsive and non-pulse records were selected as the input. The 3-...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2020-05, Vol.132, p.106098, Article 106098
Hauptverfasser:	Chen, Xi, Liu, Yunhe, Zhou, Binpeng, Yang, Dixiong
Format:	Artikel
Sprache:	eng
Schlagworte:	Acceleration Amplitudes Damage detection Damage index Directivity Earthquake damage Elastoplasticity Finite element method Fling-step effect Forward-directivity effect Ground motion Hydraulic engineering Intake tower structure Near-fault ground motions Nonlinear systems Reinforced concrete Scaling Seismic activity Seismic analysis Seismic response Seismic responses Shear walls Structural damage Three dimensional models
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!