| Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review E Quagliarini, G Maracchini, F Clementi Journal of Building Engineering 10, 166-182, 2017 | 194 | 2017 |
| Assessment of seismic behaviour of heritage masonry buildings using numerical modelling F Clementi, V Gazzani, M Poiani, S Lenci Journal of Building Engineering 8, 29-47, 2016 | 162 | 2016 |
| Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy) F Clementi, A Pierdicca, A Formisano, F Catinari, S Lenci Journal of Civil Structural Health Monitoring 7, 703-717, 2017 | 125 | 2017 |
| Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method F Clementi, A Ferrante, E Giordano, F Dubois, S Lenci Bulletin of Earthquake Engineering 18, 455-486, 2020 | 95 | 2020 |
| Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) N Chieffo, F Clementi, A Formisano, S Lenci Journal of Building Engineering 25, 100813, 2019 | 94 | 2019 |
| Model updating of historical belfries based on oma identification techniques G Standoli, E Giordano, G Milani, F Clementi International Journal of Architectural Heritage 15 (1), 132-156, 2021 | 93 | 2021 |
| Seismic assessment of a monumental building through nonlinear analyses of a 3D solid model F Clementi, V Gazzani, M Poiani, P Antonio Mezzapelle, S Lenci Journal of Earthquake Engineering 22 (sup1), 35-61, 2018 | 87 | 2018 |
| Seismic performance of precast reinforced concrete buildings with dowel pin connections F Clementi, A Scalbi, S Lenci Journal of Building Engineering 7, 224-238, 2016 | 81 | 2016 |
| Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network A Pierdicca, F Clementi, D Isidori, E Concettoni, C Cristalli, S Lenci International Journal of Masonry Research and Innovation 1 (1), 74-98, 2016 | 78 | 2016 |
| Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower A Ferrante, D Loverdos, F Clementi, G Milani, A Formisano, S Lenci, ... Engineering Structures 230, 111626, 2021 | 76 | 2021 |
| Modal-based FE model updating via genetic algorithms: Exploiting artificial intelligence to build realistic numerical models of historical structures G Standoli, GP Salachoris, MG Masciotta, F Clementi Construction and Building Materials 303, 124393, 2021 | 58 | 2021 |
| Post-World War II Italian school buildings: typical and specific seismic vulnerabilities F Clementi, E Quagliarini, G Maracchini, S Lenci Journal of Building Engineering 4, 152-166, 2015 | 57 | 2015 |
| Advanced seismic assessment of four masonry bell towers in Italy after operational modal analysis (OMA) identification G Milani, F Clementi International Journal of Architectural Heritage 15 (1), 157-186, 2021 | 54 | 2021 |
| Dynamic behavior of an inclined existing masonry tower in Italy A Ferrante, F Clementi, G Milani Frontiers in Built Environment 5, 33, 2019 | 54 | 2019 |
| Cultural Heritage and Earthquake: The Case Study of “” in Ascoli Piceno F Clementi, E Quagliarini, F Monni, E Giordano, S Lenci The Open Civil Engineering Journal 11 (1), 2017 | 54 | 2017 |
| A genetic algorithm procedure for the automatic updating of fem based on ambient vibration tests F Bianconi, GP Salachoris, F Clementi, S Lenci Sensors 20 (11), 3315, 2020 | 53 | 2020 |
| Damage assessment by numerical modeling of sant'agostino's sanctuary in offida during the central italy 2016–2017 Seismic Sequence E Giordano, F Clementi, A Nespeca, S Lenci Frontiers in Built Environment 4, 87, 2019 | 51 | 2019 |
| Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower A Ferrante, F Clementi, G Milani Mathematical Methods in the Applied Sciences 43 (13), 7706-7725, 2020 | 50 | 2020 |
| A comprehensive analysis of hardening/softening behaviour of shearable planar beams with whatever axial boundary constraint S Lenci, F Clementi, G Rega Meccanica 51, 2589-2606, 2016 | 50 | 2016 |
| Experimental determination of the fracture properties of unfired dry earth S Lenci, F Clementi, T Sadowski Engineering Fracture Mechanics 87, 62-72, 2012 | 50 | 2012 |
Stefano LenciDepartment of Civil and Building Engineering, and Architecture - Polytechnic University of MarcheVerified email at univpm.it
