most citedA fibre Smart Displacement Based (FSDB) beam element for the nonlinear analysis of R/C members

10 citations · 14 across the 5 of their papers we have counts for

collaborators

5 papers

math.OC2022★ 1 cited

Adaptive search space decomposition method for pre- and post- buckling analyses of space truss structures

Varun Ojha, Bartolomeo Panto, Giuseppe Nicosia

The paper proposes a novel adaptive search space decomposition method and a novel gradient-free optimization-based formulation for the pre- and post-buckling analyses of space trus…

cs.CE2022

Hybrid continuum-discrete macro modelling of multi ring masonry arch bridges

Bartolomeo Panto', Corrado Chisari, Lorenzo Macorini +1

This paper presents a hybrid continuum discrete macro modelling strategy with a multiscale calibration procedure for realistic simulations of brick masonry bridges. The response of…

cs.CE2022★ 3 cited

A macro modelling continuum approach with embedded discontinuities for the assessment of masonry arch bridges under earthquake loading

B. Pantò, S. Grosman, L. Macorini +1

The paper presents an effective macro-modelling approach, utilising an anisotropic material model with embedded discontinuities, for masonry arches and bridges under cyclic loading…

cs.CE2019

A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches

F. Cannizzaro, B. Pantò, S. Caddemi +1

The structural response of masonry arches is strongly dominated by the arch geometry, the stone block dimensions and the interaction with backfill material or surrounding walls. Du…

cs.CE2019★ 10 cited

A fibre Smart Displacement Based (FSDB) beam element for the nonlinear analysis of R/C members

Bartolomeo Pantò, Davide Rapicavoli, Salvatore Caddemi +1

Beam finite elements for non linear plastic analysis of beam-like structures are formulated according to Displacement Based (DB) or Force Based (FB) approaches. DB formulations rel…