| Higher-order gradient continuum modelling of periodic lattice materials M Lombardo, H Askes Computational materials science 52 (1), 204-208, 2012 | 40 | 2012 |
| Stochastic representation of the mechanical properties of irregular masonry structures G Falsone, M Lombardo International Journal of Solids and Structures 44 (25-26), 8600-8612, 2007 | 39 | 2007 |
| Stochastic modeling of chaotic masonry via mesostructural characterization M Lombardo, J Zeman, M Sejnoha, G Falsone Arxiv preprint arXiv:0811.0972, 2008 | 37 | 2008 |
| Elastic wave dispersion in microstructured membranes M Lombardo, H Askes Proceedings of the Royal Society A: Mathematical, Physical and Engineering …, 2010 | 35 | 2010 |
| Lumped mass finite element implementation of continuum theories with micro‐inertia M Lombardo, H Askes International Journal for Numerical Methods in Engineering 96 (7), 448-466, 2013 | 26 | 2013 |
| An efficient two-node finite element formulation of multi-damaged beams including shear deformation and rotatory inertia M Donà, A Palmeri, M Lombardo, A Cicirello Computers & Structures 147, 96-106, 2015 | 24 | 2015 |
| Exact closed-form solutions for the static analysis of multi-cracked gradient-elastic beams in bending M Donà, A Palmeri, M Lombardo International Journal of Solids and Structures 51 (15-16), 2744-2753, 2014 | 22 | 2014 |
| A new modal correction method for linear structures subjected to deterministic and random loadings A Palmeri, M Lombardo Computers & structures 89 (11-12), 844-854, 2011 | 18 | 2011 |
| A reduced modal subspace approach for damped stochastic dynamic systems S Kasinos, A Palmeri, M Lombardo, S Adhikari Computers & Structures 257, 106651, 2021 | 15 | 2021 |
| Using the vibration envelope as a damage-sensitive feature in composite beam structures S Kasinos, A Palmeri, M Lombardo Structures 1, 67-75, 2015 | 12 | 2015 |
| Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses S Kasinos, M Lombardo, N Makris, A Palmeri Earthquake Engineering & Structural Dynamics 49 (14), 1473-1495, 2020 | 11 | 2020 |
| Dynamic analysis of multi-cracked Euler–Bernoulli beams with gradient elasticity M Donà, A Palmeri, M Lombardo Computers & Structures 161, 64-76, 2015 | 11 | 2015 |
| Seismic response of combined primary-secondary structures with the component-mode synthesis method S Kasinos, A Palmeri, M Lombardo Loughborough University, 2015 | 7 | 2015 |
| A two-node multi-cracked beam element for static and dynamic analysis of planar frames M Donà, A Palmeri, A Cicirello, M Lombardo Proceedings of the Eleventh International Conference on Computational …, 2012 | 6 | 2012 |
| Experimental characterisation of Perfobond shear connectors through a new one-sided push-out test MA Al-Shuwaili, A Palmeri, M Lombardo Procedia Structural Integrity 13, 2024-2029, 2018 | 5 | 2018 |
| Performance-based seismic analysis of light SDoF secondary substructures S Kasinos, A Palmeri, M Lombardo | 4 | 2015 |
| Experimental study of wave propagation in heterogeneous materials M Dona, M Lombardo, G Barone Loughborough University, 2015 | 4 | 2015 |
| Dynamic analysis of steel frames with uncertain semi-rigid connections S Kasinos, A Palmeri, S Maheshwari, M Lombardo Loughborough University, 2017 | 3 | 2017 |
| Seismic response of subsystems in irregular buildings S Kasinos, A Palmeri, M Lombardo Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2016 | 3 | 2016 |
| Stochastic analysis of fractional oscillators by equivalent system definition G Barone, A Palmeri, M Lombardo Loughborough University, 2015 | 2 | 2015 |
Alessandro PalmeriProject Manager | Anchors Research and Code DevelopmentDirección de correo verificada de Hilti.com
