Once upon a time in Italy: The tale of the Morandi Bridge GM Calvi, M Moratti, GJ O'Reilly, N Scattarreggia, R Monteiro, D Malomo, ... Structural Engineering International 29 (2), 198-217, 2019 | 227 | 2019 |
Seismic performance of non-structural elements during the 2016 Central Italy earthquake D Perrone, PM Calvi, R Nascimbene, EC Fischer, G Magliulo Bulletin of Earthquake Engineering 17, 5655-5677, 2019 | 213 | 2019 |
Towards improved floor spectra estimates for seismic design TJ Sullivan, PM Calvi, R Nascimbene Earthquakes and Structures 4 (1), 109-132, 2013 | 178 | 2013 |
Historical development of friction-based seismic isolation systems PM Calvi, GM Calvi Soil Dynamics and Earthquake Engineering 106, 14-30, 2018 | 171 | 2018 |
Estimating floor spectra in multiple degree of freedom systems PM Calvi, TJ Sullivan Earthquakes and Structures 7 (1), 17-38, 2014 | 131 | 2014 |
Seismic isolation devices based on sliding between surfaces with variable friction coefficient PM Calvi, M Moratti, GM Calvi Earthquake Spectra 32 (4), 2291-2315, 2016 | 72 | 2016 |
Seismic performance of bridges during the 2016 Central Italy earthquakes L Di Sarno, F Da Porto, G Guerrini, PM Calvi, G Camata, A Prota Bulletin of Earthquake Engineering 17, 5729-5761, 2019 | 59 | 2019 |
2016–2017 Central Italy earthquake sequence: seismic retrofit policy and effectiveness S Mazzoni, G Castori, C Galasso, P Calvi, R Dreyer, E Fischer, A Fulco, ... Earthquake Spectra 34 (4), 1671-1691, 2018 | 55 | 2018 |
Relative displacement floor spectra for seismic design of non structural elements PM Calvi Journal of Earthquake Engineering 18 (7), 1037-1059, 2014 | 47 | 2014 |
Numerical modelling of variable friction sliding base isolators PM Calvi, DM Ruggiero Bulletin of Earthquake Engineering 14, 549-568, 2016 | 45 | 2016 |
Experimental evaluation of extra-stroke displacement capacity for Curved Surface Slider devices M Furinghetti, T Yang, PM Calvi, A Pavese Soil Dynamics and Earthquake Engineering, 2021 | 41 | 2021 |
A simplified design procedure for seismic upgrade of frame structures equipped with hysteretic dampers E Bruschi, V Quaglini, PM Calvi Engineering Structures 251, 113504, 2022 | 30 | 2022 |
Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach LF Aragaw, PM Calvi Bulletin of Earthquake Engineering 18 (3), 1345–1369, 2020 | 30 | 2020 |
Pure Mechanics Crack Model for Shear Stress Transfer in Cracked Reinforced Concrete. PM Calvi, EC Bentz, MP Collins ACI Structural Journal 114 (2), 2017 | 29 | 2017 |
Concentrated plasticity modelling of RC frames in time-history analyses E Bruschi, PM Calvi, V Quaglini Engineering Structures, 2021 | 28 | 2021 |
Reversed Cyclic Experiments on Shear Stress Transfer across Cracks in Reinforced Concrete Elements. PM Calvi, EC Bentz, MP Collins ACI Structural Journal 113 (4), 2016 | 25 | 2016 |
Model for Assessment of Cracked Reinforced Concrete Membrane Elements Subjected to Shear and Axial Loads. PM Calvi, EC Bentz, MP Collins ACI Structural Journal 115 (2), 2018 | 21 | 2018 |
Variable friction base isolation systems: Seismic performance and preliminary design S Timsina, PM Calvi Journal of Earthquake Engineering 25 (1), 93-116, 2021 | 19 | 2021 |
Earthquake-Induced Floor Accelerations in BaseRocking Wall Buildings LF Aragaw, PM Calvi Journal of Earthquake Engineering, 2018 | 19 | 2018 |
Numerical Implementation of Variable Friction Sliding Base Isolators and Preliminary Experimental Results T Yang, PM Calvi, R Wiebe Earthquake Spectra 36 (2), 767-787, 2020 | 18 | 2020 |