State-dependent seismic fragility functions for bolted flange joints, obtained from a calibrated FE model of the SPIF braced frame, seismic sequences from a site-based ground …
State-dependent seismic fragility functions for vertical tanks on an industrial braced-frame substructure, combining a calibrated FE model, seismic sequences and bootstrapped PCE …
Coupled modelling of an industrial multi-storey frame (MRF and braced configurations) and its non-structural components, with SCoRes-based record selection, to assess the seismic …
Shake table tests on a full-scale multi-storey braced frame steel structure with non-structural industrial components, excited with a synthetic site-based ground motion model to …
Shake table tests within the SPIF project on a full-scale industrial multi-storey moment resisting frame with process equipment: structure-equipment interaction and check of floor …
Input and system modelling issues of the SPIF shake table campaign on a full-scale multi-component industrial steel frame, highlighting structure-equipment dynamic interaction.
Experimental setup, measurements and observed damage of the SPIF shake table tests on a three-storey steel frame with vessels, cabinets and piping, with findings on performance …
Processed experimental data of the SPIF shake table campaign on a full-scale industrial steel frame with process equipment (H2020 SERA, EUCENTRE).
The SPIF project, funded by the European H2020-SERA scheme, investigates the seismic vulnerability of industrial facilities. It addresses gaps in current seismic codes by …
This study presents an experimental, shaker-table-based approach to define seismic damage levels and fragility for industrial steel structures, utilizing synthetic, site-specific …