Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing
Samo za registrovane korisnike
2021
Autori
Butenweg, ChristophBursi, Oreste
Paolacci, Fabrizio
Marinković, Marko
Lanese, Igor
Nardin, Chiara
Quinci, Gianluca
Članak u časopisu (Objavljena verzija)
Metapodaci
Prikaz svih podataka o dokumentuApstrakt
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 b...etween 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.
Ključne reči:
Multi-storey / Frame structure / Earthquake / Tank / Piping / Flange joints / Shaking table testingIzvor:
Engineering Structures, 2021, 243Finansiranje / projekti:
- SPIF (European H2020 SERA)
DOI: 10.1016/j.engstruct.2021.112681
ISSN: 0141-0296; 1873-7323
WoS: 000680011600001
[ Google Scholar ]Kolekcije
Institucija/grupa
GraFarTY - JOUR AU - Butenweg, Christoph AU - Bursi, Oreste AU - Paolacci, Fabrizio AU - Marinković, Marko AU - Lanese, Igor AU - Nardin, Chiara AU - Quinci, Gianluca PY - 2021 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2370 AB - 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. T2 - Engineering Structures T1 - Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing VL - 243 DO - 10.1016/j.engstruct.2021.112681 ER -
@article{ author = "Butenweg, Christoph and Bursi, Oreste and Paolacci, Fabrizio and Marinković, Marko and Lanese, Igor and Nardin, Chiara and Quinci, Gianluca", year = "2021", 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.", journal = "Engineering Structures", title = "Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing", volume = "243", doi = "10.1016/j.engstruct.2021.112681" }
Butenweg, C., Bursi, O., Paolacci, F., Marinković, M., Lanese, I., Nardin, C.,& Quinci, G.. (2021). Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing. in Engineering Structures, 243. https://doi.org/10.1016/j.engstruct.2021.112681
Butenweg C, Bursi O, Paolacci F, Marinković M, Lanese I, Nardin C, Quinci G. Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing. in Engineering Structures. 2021;243. doi:10.1016/j.engstruct.2021.112681 .
Butenweg, Christoph, Bursi, Oreste, Paolacci, Fabrizio, Marinković, Marko, Lanese, Igor, Nardin, Chiara, Quinci, Gianluca, "Seismic performance of an industrial multi-storey frame structure with process equipment subjected to shake table testing" in Engineering Structures, 243 (2021), https://doi.org/10.1016/j.engstruct.2021.112681 . .