LAI, CARLO GIOVANNI
LAI, CARLO GIOVANNI
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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
2017-01-01 Andreotti, G.; Lai, C. G.
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
2017-01-01 Andreotti, G.; Lai, C. G.
Hazard-dependent soil factors for site-specific elastic acceleration response spectra of Italian and European seismic building codes
2018-01-01 Andreotti, G.; Famà, A.; Lai, C. G.
MODELLO NUMERICO PER LA VALUTAZIONE DELLA VULNERABILITÀ SISMICA DI GALLERIE PROFONDE
2014-01-01 Andreotti, Guido; Lai, Carlo G.
SEISMIC FRAGILITY FUNCTIONS OF DEEP TUNNELS: A NEW CUMULATIVE DAMAGE MODEL BASED ON LUMPED PLASTICITY AND ROTATION CAPACITY
2013-01-01 Andreotti, Guido; Lai, Carlo G.; Martinelli, Mario
Seismic vulnerability of deep tunnels: numerical modeling for a fully nonlinear dynamic analysis
2014-01-01 Andreotti, Guido; Lai, Carlo G.
The role of overburden stress on the seismic vulnerability of deep tunnels
2015-01-01 Andreotti, G.; Lai, Carlo G.
Use of fragility curves to assess the seismic vulnerability in the risk analysis of mountain tunnels
2019-01-01 Andreotti, G.; Lai, CARLO GIOVANNI