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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
2017-01-01
2017
BULLETIN OF EARTHQUAKE ENGINEERING
WOS:000403474000009
2-s2.0-85010715419
Inglese
15
7
2803
2825
23
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
http://www.kluweronline.com/issn/1570-761X/
no
2
info:eu-repo/semantics/article
262
Andreotti, Guido; Lai, CARLO GIOVANNI
1 Contributo su Rivista::1.1 Articolo in rivista
none
1.1 Articolo in rivista
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11571/1183378
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