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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 I: theoretical formulation

ANDREOTTI, GUIDO;LAI, CARLO GIOVANNI
2017-01-01
2017
BULLETIN OF EARTHQUAKE ENGINEERING
WOS:000403474000008
2-s2.0-85010807488
Inglese
15
7
2785
2801
17
Distributed plasticity; Hysteresis rule; Nonlinear analysis; Nonlinear beams; Performance-based earthquake engineering; Soil-structure interaction; 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/11571/1183377
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