Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing. (15th September 2021)

• Record Type: Journal Article
• Authors: Butenweg, Christoph; Bursi, Oreste S.; Paolacci, Fabrizio; Marinković, Marko; Lanese, Igor; Nardin, Chiara; Quinci, Gianluca
• Is Part Of: Engineering structures. Volume 243(2021)
• Publication Date: 2021-09-15
• Subjects: Multi-storey -- Frame structure -- Earthquake -- Tank -- Piping -- Flange joints -- Shaking table testing; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2021.112681
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: High seismic vulnerability of industrial facilities. Seismic performance-based design perspective for industrial facilities. Shaking table tests of a multi-storey frame structure with process equipment. Interaction between supporting structure and process components. Overconservatism of current design standards w.r.t. floor spectra predictions. Abstract: 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.