Frequency-and time-domain methods for the numerical modeling of full-bridge aeroelasticity L Salvatori, C Borri Computers & structures 85 (11-14), 675-687, 2007 | 118 | 2007 |
Unreinforced masonry walls with irregular opening layouts: reliability of equivalent-frame modelling for seismic vulnerability assessment M Berti, L Salvatori, M Orlando, P Spinelli Bulletin of earthquake engineering 15, 1213-1239, 2017 | 65 | 2017 |
Epistemic uncertainties in structural modeling: a blind benchmark for seismic assessment of slender masonry towers G Bartoli, M Betti, P Biagini, A Borghini, A Ciavattone, M Girardi, ... Journal of Performance of Constructed Facilities 31 (5), 04017067, 2017 | 48 | 2017 |
Incremental dynamic and nonlinear static analyses for seismic assessment of medieval masonry towers AM Marra, L Salvatori, P Spinelli, G Bartoli Journal of Performance of Constructed Facilities 31 (4), 04017032, 2017 | 43 | 2017 |
Effects of structural nonlinearity and along-span wind coherence on suspension bridge aerodynamics: Some numerical simulation results L Salvatori, P Spinelli Journal of Wind Engineering and Industrial Aerodynamics 94 (5), 415-430, 2006 | 40 | 2006 |
Probabilistic seismic performance of masonry towers: General procedure and a simplified implementation L Salvatori, AM Marra, G Bartoli, P Spinelli Engineering Structures 94, 82-95, 2015 | 38 | 2015 |
Displacement capacity of masonry piers: parametric numerical analyses versus international building codes M Orlando, L Salvatori, P Spinelli, M De Stefano Bulletin of Earthquake Engineering 14, 2259-2271, 2016 | 36 | 2016 |
Experimental, numerical, and regulatory P-Mx-My domains for cold-formed perforated steel uprights of pallet-racks L Bertocci, D Comparini, G Lavacchini, M Orlando, L Salvatori, P Spinelli Thin-Walled Structures 119, 151-165, 2017 | 32 | 2017 |
Stefan problem through extended finite elements: review and further investigations L Salvatori, N Tosi Algorithms 2 (3), 1177-1220, 2009 | 25 | 2009 |
Two shape parametrizations for structural optimization of triangular shells E Marino, L Salvatori, M Orlando, C Borri Computers & Structures 166, 1-10, 2016 | 24 | 2016 |
Seismic response of masonry-infilled steel frames via multi-scale finite-element analyses F Margiacchi, L Salvatori, M Orlando, M De Stefano, P Spinelli Bulletin of Earthquake Engineering 14, 3529-3546, 2016 | 19 | 2016 |
A discrete 3D model for bridge aerodynamics and aeroelasticity: nonlinearities and linearizations L Salvatori, P Spinelli Meccanica 42, 31-46, 2007 | 17 | 2007 |
Forming new steel-framed openings in load-bearing masonry walls: Design methods and nonlinear finite element simulations L Billi, F Laudicina, L Salvatori, M Orlando, P Spinelli Bulletin of Earthquake Engineering 17, 2647-2670, 2019 | 14 | 2019 |
Role of correlation between mechanical parameters in the probabilistic seismic vulnerability of historical masonry towers L Salvatori, AM Marra, G Bartoli, P Spinelli International Journal of Masonry Research and Innovation 2 (2-3), 134-149, 2017 | 10 | 2017 |
Four-point bending tests on laminated glass beams reinforced with FRP bars adhesively bonded to the glass E Cagnacci, M Orlando, L Salvatori, P Spinelli Glass Structures & Engineering 6, 211-232, 2021 | 8 | 2021 |
Nonlinear Static And Incremental Dynamic Analyses For Seismic Down-Aisle Behavior Of Rack Structures A Mei, M Orlando, L Salvatori, P Spinelli International Journal 38 (2-2021), 2018 | 7 | 2018 |
Assessment and mitigation of wind risk of suspended-span bridges L Salvatori | 7 | 2007 |
A continuum-discrete multiscale model for in-plane mechanical modeling of masonry panels L Salvatori, P Spinelli Journal of Multiscale Modelling 9 (03), 1840004, 2018 | 6 | 2018 |
Finite-element time-domain simulations of bridge aeroelasticity: implementation and profiling C Borri, L Salvatori, W Zahlten Computational Fluid and Solid Mechanics 1, 103-7, 2005 | 6 | 2005 |
Preliminary assessment of the seismic behaviour of giotto’s bell tower in florence P Spinelli, L Salvatori, R Lancellotta, M Betti International Journal of Architectural Heritage 17 (1), 23-45, 2023 | 5 | 2023 |