Constant‐ductility inelastic displacement ratios for displacement‐based seismic design of self‐centering structures G De Francesco Earthquake Engineering & Structural Dynamics 48 (2), 188-209, 2019 | 29 | 2019 |
Formulation of localized damping models for large displacement analysis of single-degree-of-freedom inelastic systems G De Francesco, TJ Sullivan Journal of Earthquake Engineering 26 (8), 4235-4258, 2022 | 10 | 2022 |
Seismic damage observations of precast hollow-core floors from two full-scale super-assembly tests F Buker, M Parr, G De Francesco, LS Hogan, DK Bull, KJ Elwood, A Liu, ... SESOC Journal 35 (1), 125-147, 2022 | 8 | 2022 |
Hybrid low-viscous-damping inelastic displacement ratios for seismic design and assessment of structures G De Francesco Journal of Earthquake Engineering 26 (9), 4787-4811, 2022 | 6 | 2022 |
Accounting for hysteretic characteristics in P‐delta analysis of structures G De Francesco, TJ Sullivan Earthquake Engineering & Structural Dynamics 52 (15), 4919-4938, 2023 | 3 | 2023 |
P-delta effects on short-period systems subjected to earthquake excitation G De Francesco, TJ Sullivan Engineering Structures 254, 113642, 2022 | 3 | 2022 |
Developing guidelines for the seismic assessment of glazing systems F Arifin, G De Francesco, T Sullivan, RP Dhakal New Zealand Society for Earthquake Engineering, 2020 | 3 | 2020 |
Improved estimation of P-delta effects on the response of bilinear SDOF systems G De Francesco, TJ Sullivan Earthquake Spectra 39 (2), 889-913, 2023 | 2 | 2023 |
Load-path and stiffness degradation of floor diaphragms in reinforced concrete buildings subjected to lateral loading: Part I: Experimental observations M Parr, F Buker, G De Francesco, DK Bull, N Brooke, KJ Elwood, L Hogan, ... SESOC Journal 35 (1), 149-171, 2022 | 2 | 2022 |
Experimental loading protocols to evaluate the seismic performance of floor systems G De Francesco, T Sullivan New Zealand Society for Earthquake Engineering, 2021 | 2 | 2021 |
Advanced seismic design of innovative precast systems for structural response control G De Francesco Università degli studi di Catania, 2012 | 2 | 2012 |
Highlighting the need for multiple loading protocols in bi-directional testing G De Francesco, T Sullivan, C Nievas Bulletin of the New Zealand Society for Earthquake Engineering 55 (2), 80-94, 2022 | 1 | 2022 |
Seismic protection of artefacts with adhesives and base-isolation C Dong, G De Francesco, T Sullivan, R Dhakal, T Elder, E Fryer, ... Bulletin of the New Zealand Society for Earthquake Engineering 56 (3), 186-200, 2023 | | 2023 |
Load-path and stiffness degradation of floor diaphragms in reinforced concrete buildings subjected to lateral loading: Part II: Data analysis M Parr, D Bull, N Brooke, G De Francesco, KJ Elwood, L Hogan, A Liu, ... SESOC Journal 35 (1), 172-203, 2022 | | 2022 |
Seismic Design and Analysis of a Medium Density Residential Building C Gribbon, Z Jennings, G De Francesco, T Sullivan New Zealand Society for Earthquake Engineering, 2021 | | 2021 |
An integrated local damping approach for enhanced characterization of nonlinear dynamic response G De Francesco, T Sullivan 17th World Conference on Earthquake Engineering, 17WCEE, 2020 | | 2020 |
Development of a Local Approach for Tangent-Stiffness-Proportional Damping Model G De Francesco, T Sullivan | | 2019 |