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Nicola Grillanda
Nicola Grillanda
E-mailová adresa ověřena na: unife.it
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Citace
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Collapse behavior of masonry domes under seismic loads: an adaptive NURBS kinematic limit analysis approach
N Grillanda, A Chiozzi, G Milani, A Tralli
Engineering Structures 200, 109517, 2019
922019
Advanced numerical strategies for seismic assessment of historical masonry aggregates
N Grillanda, M Valente, G Milani, A Chiozzi, A Tralli
Engineering Structures 212, 110441, 2020
802020
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls
A Chiozzi, G Milani, N Grillanda, A Tralli
Meccanica 53, 1875-1898, 2018
802018
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches
A Chiozzi, N Grillanda, G Milani, A Tralli
Engineering Failure Analysis 85, 201-220, 2018
762018
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates
N Grillanda, M Valente, G Milani
Bulletin of Earthquake Engineering 18, 3935-3961, 2020
612020
Masonry structures in the presence of foundation settlements and unilateral contact problems
A Tralli, A Chiozzi, N Grillanda, G Milani
International Journal of Solids and Structures 191, 187-201, 2020
582020
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari
N Grillanda, A Chiozzi, F Bondi, A Tralli, F Manconi, F Stochino, ...
Continuum Mechanics and thermodynamics 33, 1-24, 2021
492021
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications
A Chiozzi, G Milani, N Grillanda, A Tralli
American Journal of Engineering and Applied Sciences 9 (3), 735-745, 2016
452016
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures
N Grillanda, A Chiozzi, G Milani, A Tralli
Computers & Structures 236, 106271, 2020
432020
A genetic algorithm adaptive homogeneous approach for evaluating settlement-induced cracks in masonry walls
S Tiberti, N Grillanda, V Mallardo, G Milani
Engineering Structures 221, 111073, 2020
362020
Novel non-linear static numerical model for curved masonry structures based on a combined adaptive limit analysis and discrete FE computations
J Scacco, N Grillanda, G Milani, PB Lourenço
International Journal of Solids and Structures 236, 111265, 2022
282022
SHM of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation
N Grillanda, G Milani, S Ghosh, B Halani, M Varma
Construction and Building Materials 280, 122490, 2021
282021
Three-dimensional adaptive limit analysis of masonry arch bridges interacting with the backfill
T Papa, N Grillanda, G Milani
Engineering Structures 248, 113189, 2021
222021
Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part II: Numerical analyses
N Grillanda, A Chiozzi, G Milani, A Tralli
Engineering Structures 228, 111460, 2021
222021
Nonlinear finite and discrete element simulations of multi-storey masonry walls
G Occhipinti, I Caliò, AM D’Altri, N Grillanda, S de Miranda, G Milani, ...
Bulletin of Earthquake Engineering, 1-26, 2021
222021
Seismic assessment of Romanian Orthodox masonry churches in the Banat area through a multi-level analysis framework
AL Monaco, N Grillanda, I Onescu, M Fofiu, F Clementi, M D'Amato, ...
Engineering Failure Analysis 153, 107539, 2023
212023
A two-step automated procedure based on adaptive limit and pushover analyses for the seismic assessment of masonry structures
AM D'Altri, NL Presti, N Grillanda, G Castellazzi, S de Miranda, G Milani
Computers & Structures 252, 106561, 2021
212021
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches
A Chiozzi, G Milani, N Grillanda, A Tralli
Key Engineering Materials 747, 196-203, 2017
182017
NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures
N Grillanda, A Chiozzi, G Milani, A Tralli
Computer Methods in Applied Mechanics and Engineering 399, 115304, 2022
172022
Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two-and three-dimensional elements
F Cannizzaro, G Castellazzi, N Grillanda, B Pantò, M Petracca
Bulletin of Earthquake Engineering, 1-30, 2022
142022
Systém momentálně nemůže danou operaci provést. Zkuste to znovu později.
Články 1–20