| Wind-induced interference effects on two adjacent cooling towers M Orlando Engineering structures 23 (8), 979-992, 2001 | 128 | 2001 |
| Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling M Betti, M Orlando, A Vignoli Computers & Structures 89 (21-22), 1956-1970, 2011 | 93 | 2011 |
| Evaluation study on structural fault of a Renaissance Italian palace M Betti, G Bartoli, M Orlando Engineering Structures 32 (7), 1801-1813, 2010 | 66 | 2010 |
| 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 | 57 | 2017 |
| Long term response of glass–PVB double-lap joints L Biolzi, E Cagnacci, M Orlando, L Piscitelli, G Rosati Composites Part B: Engineering 63, 41-49, 2014 | 50 | 2014 |
| Static and dynamic response of progressively damaged ionoplast laminated glass beams L Biolzi, M Orlando, LR Piscitelli, P Spinelli Composite Structures 157, 337-347, 2016 | 49 | 2016 |
| Post-failure behavior of laminated glass beams using different interlayers L Biolzi, S Cattaneo, M Orlando, LR Piscitelli, P Spinelli Composite Structures 202, 578-589, 2018 | 47 | 2018 |
| Flat slab strengthening techniques against punching-shear M Lapi, AP Ramos, M Orlando Engineering Structures 180, 160-180, 2019 | 39 | 2019 |
| Monotonic and cyclic tests on beam-column joints of industrial pallet racks F Gusella, G Lavacchini, M Orlando Journal of Constructional Steel Research 140, 92-107, 2018 | 38 | 2018 |
| Experimental and theoretical evaluation of punching strength of steel fiber reinforced concrete slabs ND Gouveia, M Lapi, M Orlando, DMV Faria, AMP Ramos Structural Concrete 19 (1), 217-229, 2018 | 37 | 2018 |
| 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 | 34 | 2016 |
| Pinching in steel rack joints: Numerical modelling and effects on structural response F Gusella, M Orlando, P Spinelli International Journal of Steel Structures 19, 131-146, 2019 | 32 | 2019 |
| Structural evaluation and strengthening of a reinforced concrete bridge G Cardinale, M Orlando Journal of Bridge Engineering 9 (1), 35-42, 2004 | 30 | 2004 |
| 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 | 29 | 2017 |
| Constitutive relationships of different interlayer materials for laminated glass L Biolzi, S Cattaneo, M Orlando, LR Piscitelli, P Spinelli Composite Structures 244, 112221, 2020 | 26 | 2020 |
| Assessment of structural behaviour and seismic retrofitting for an Italian monumental masonry building M Orlando, M Betti, P Spinelli Journal of Building Engineering 29, 101115, 2020 | 26 | 2020 |
| Influence of mechanical and geometric uncertainty on rack connection structural response F Gusella, SR Arwade, M Orlando, KD Peterman Journal of Constructional Steel Research 153, 343-355, 2019 | 26 | 2019 |
| Evaluation of rack connection mechanical properties by means of the Component Method F Gusella, M Orlando, K Thiele Journal of Constructional Steel Research 149, 207-224, 2018 | 26 | 2018 |
| A review of literature and code formulations for cracking in R/C members M Lapi, M Orlando, P Spinelli Structural Concrete 19 (5), 1481-1503, 2018 | 25 | 2018 |
| Experimental capacity of perforated cold-formed steel open sections under compression and bending M Orlando, G Lavacchini, B Ortolani, P Spinelli Steel and Composite Structures, An International Journal 24 (2), 201-211, 2017 | 25 | 2017 |
