A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem

Articolo

Data di Pubblicazione:

2017

Tipologia CRIS:

1.1 Articolo in rivista

Keywords:

FLAC-2D; Seismic assessment; Soil nonlinearity; Soil–structure interaction; Structural nonlinearity; Tunnels; Civil and Structural Engineering; Building and Construction; Geotechnical Engineering and Engineering Geology; Geophysics

Elenco autori:

Andreotti, Guido; Lai, CARLO GIOVANNI

Autori di Ateneo:

LAI CARLO GIOVANNI

Link alla scheda completa:

https://iris.unipv.it/handle/11571/1183378

Pubblicato in:

BULLETIN OF EARTHQUAKE ENGINEERING

Journal

Dati Generali

URL

http://www.kluweronline.com/issn/1570-761X/

A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem

Andreotti, Guido; Lai, CARLO GIOVANNI

BULLETIN OF EARTHQUAKE ENGINEERING

Dati Generali

URL