| Advanced frame element for seismic analysis of masonry structures: model formulation and validation E Raka, E Spacone, V Sepe, G Camata Earthquake Engineering & Structural Dynamics 44 (14), 2489-2506, 2015 | 106 | 2015 |
| A method for large‐scale vulnerability assessment of historic towers V Sepe, E Speranza, A Viskovic Structural Control and Health Monitoring 15 (3), 389-415, 2008 | 70 | 2008 |
| Static loads to simulate dynamic effects of wind on hyperbolic paraboloid roofs with square plan F Rizzo, V Sepe Journal of Wind Engineering and Industrial Aerodynamics 137, 46-57, 2015 | 43 | 2015 |
| Dynamic identification of the tower of the Provincial Administration Building, Bari, Italy M Diaferio, D Foti, V Sepe Proceeding of the “11th International Conference on Civil, Structural and …, 2007 | 37* | 2007 |
| Aeroelastic instability of long-span suspended bridges: a multi-mode approach P D'Asdia, V Sepe Journal of Wind Engineering and Industrial Aerodynamics 74, 849-857, 1998 | 35 | 1998 |
| A" deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations V Sepe, M Diaferio, G Augusti Wind and Structures 6 (6), 451-470, 2003 | 33* | 2003 |
| A deformable section model for the dynamics of suspension bridges-Part I: Model and linear response V Sepe, G Augusti Wind and Structures 4 (1), 1-18, 2001 | 33 | 2001 |
| Modal model identification of structures under unmeasured seismic excitations V Sepe, D Capecchi, M De Angelis Earthquake engineering & structural dynamics 34 (7), 807-824, 2005 | 23 | 2005 |
| Modal model identification of structures under unmeasured seismic excitations M De Angelis, V Sepe, D Capecchi Earthquake engineering & structural dynamics, 807-824, 2005 | 23* | 2005 |
| Modal model identification with unknown nonstationary base motion D Capecchi, M De Angelis, V Sepe Meccanica 39 (1), 31-45, 2004 | 23 | 2004 |
| Influence of low-frequency wind speed fluctuations on the aeroelastic stability of suspension bridges V Sepe, P D’Asdia Journal of wind engineering and industrial aerodynamics 91 (10), 1285-1297, 2003 | 18 | 2003 |
| Coupled motion in the dynamic analysis of a three block structure A Sinopoli, V Sepe Applied Mechanics Reviews 46 (11S), S185-S197, 1993 | 18 | 1993 |
| Nonlinear Computer Model for the Simulation of Lock‐in Vibration on Long‐Span Bridges L Caracoglia, S Noè, V Sepe Computer‐Aided Civil and Infrastructure Engineering 24 (2), 130-144, 2009 | 15 | 2009 |
| Aeroelastic instability of long-span bridges: contributions to the analysis in frequency and time domains V Sepe, L Caracoglia, P D'Asdia Wind and Structures 3 (1), 41-58, 2000 | 15 | 2000 |
| Smoothed “slack cable” models for large amplitude oscillations of suspension bridges M Diaferio, Prof. Vincenzo Sepe Mechanics based design of structures and machines 32 (3), 363-400, 2004 | 13 | 2004 |
| A model for vortex-shedding induced oscillations of long-span bridges P D’Asdia, V Sepe, L Caracoglia, S Noè Proceedings of the 2nd International Structural Engineering and Construction …, 2003 | 13 | 2003 |
| Modal identification of damaged frames M Diaferio, V Sepe Structural Control and Health Monitoring, 2015 | 12 | 2015 |
| Seismic analysis of masonry buildings: equivalent frame approach with fiber beam elements V Sepe, E Spacone, E Raka, G Camata | 12* | |
| Further studies on seismic behavior and risk reduction for museum contents G Augusti, M Ciampoli, V Sepe Proceedings of the 10th European Conference on Earthquake Engineering …, 1994 | 10 | 1994 |
| Turbulence effects on the aeroelastic stability of long-span bridges V Sepe, M Vasta Proceedings of the Mini-Symposium on" Large bridge aerodynamics and …, 2005 | 9 | 2005 |
