Refine
Year of publication
- 2021 (23) (remove)
Institute
- Fachbereich Energietechnik (23) (remove)
Document Type
- Conference Proceeding (12)
- Article (7)
- Part of a Book (3)
- Book (1)
Keywords
- Out-of-plane load (2)
- earthquakes (2)
- industrial facilities (2)
- installations (2)
- piping (2)
- seismic loading (2)
- Bemessung (1)
- Central receiver power plant (1)
- Concentrated systems (1)
- Concentrating solar power (1)
- Earthquake (1)
- Earthquake Engineering (1)
- Erdbebeneinwirkung (1)
- Frame structure (1)
- Fresnel power plant (1)
- Gas turbine (1)
- Hilbert Room (1)
- In- plane damage (1)
- Lightning protection system (1)
- Masonry infill (1)
- Mauerwerksbauten (1)
- Multi-storey (1)
- Operators (1)
- Out-of-plane failure (1)
- Out-of-plane strength (1)
- Piping (1)
- Postulates (1)
- PushoverAnalysen (1)
- Quantenmechanik (1)
- Schrödingers cat (1)
- Seismic loading (1)
- Tank (1)
- Unreinforced masonry walls (1)
- Verhaltensbeiwerte (1)
- cyber physical production system (1)
- digital shadow (1)
- digitalization (1)
- dissemination (1)
- down-conductor (1)
- early warning and response system (1)
- energy transition (1)
- fragility curves (1)
- integration SHM in BIM (1)
- interconnected sensor systems (1)
- internet of production (1)
- masonry structures (1)
- metal façade (1)
- open educational resources (1)
- renewable energies (1)
- seismic risk (1)
- seismic structural damage detection via SHM (1)
- seismic vulnerability (1)
- steel columns (1)
- storage dispatch (1)
- storage optimisation (1)
- thermal storage (1)
- touch voltage (1)
- user & usage (1)
Is part of the Bibliography
- no (23)
Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of process equipment and multiple and simultaneous release of hazardous substances. Nonetheless, current standards for seismic design of industrial facilities are considered inadequate to guarantee proper safety conditions against exceptional events entailing loss of containment and related consequences. On these premises, the SPIF project -Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities- was proposed within the framework of the European H2020 SERA funding scheme. In detail, the objective of the SPIF project is the investigation of the seismic behaviour of a representative industrial multi-storey frame structure equipped with complex process components by means of shaking table tests. Along this main vein and in a performance-based design perspective, the issues investigated in depth are the interaction between a primary moment resisting frame (MRF) steel structure and secondary process components that influence the performance of the whole system; and a proper check of floor spectra predictions. The evaluation of experimental data clearly shows a favourable performance of the MRF structure, some weaknesses of local details due to the interaction between floor crossbeams and process components and, finally, the overconservatism of current design standards w.r.t. floor spectra predictions.