S
Stefano Pampanin
Researcher at Sapienza University of Rome
Publications - 310
Citations - 7557
Stefano Pampanin is an academic researcher from Sapienza University of Rome. The author has contributed to research in topics: Seismic analysis & Precast concrete. The author has an hindex of 39, co-authored 286 publications receiving 6025 citations. Previous affiliations of Stefano Pampanin include University of Canterbury & AECOM.
Papers
More filters
Journal ArticleDOI
Preliminary results and conclusions from the PRESSS five-story precast concrete test Building
TL;DR: A large-scale five-story precast concrete building constructed to 60 percent scale was tested under simulated seismic loading as the culmination of the 10-year PRESSS (Precast Seismic Structural Systems) research program as discussed by the authors.
Journal ArticleDOI
Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake
TL;DR: In this paper, the authors describe immediate observations of damage to reinforced concrete (RC) buildings in the 22 February 2011 Christchurch earthquake, which was a particularly severe test for both modern seismically designed and existing non-ductile RC buildings.
Journal ArticleDOI
Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters
TL;DR: In this article, the experimental response of three 1 : 3 scale unbonded, post-tensioned cantilever bridge piers, subjected to quasi-static and pseudo-dynamic loading protocols, are compared with an equivalently reinforced monolithic benchmark.
Journal ArticleDOI
Performance-based seismic response of frame structures including residual deformations part ii: multi-degree of freedom systems
TL;DR: The role of residual deformations when evaluating the performance of multi-storey frame structures subjected to ground motion is investigated in this article, focusing on the response in terms of residual deformation.
Journal ArticleDOI
Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections
TL;DR: In this article, a pure precast beam-column system incorporating unbonded reinforced at the critical sections, causing strain incompatibility between steel and concrete, is considered, and the classical section analysis method is used.