TY  - 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 . .

TY  - CONF
AU  - Marinković, Marko
AU  - Butenweg, Christoph
AU  - Pavese, Alberto
AU  - Lanese, Igor
AU  - Hoffmeister, Benno
AU  - Pikawa, Marius
AU  - Vulcu, Christian
AU  - Bursi, Oreste
AU  - Nardin, Chiara
AU  - Paolacci, Fabrizio
AU  - Quinci, Gianluca
AU  - Fragiadakis, Michalis
AU  - Weber, Felix
AU  - Huber, Peter
AU  - Renault, Philippe
AU  - Gundel, Max
AU  - Dyke, Shirley
AU  - Ciucci, M.
AU  - Marino, A.
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2191
AB  - Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their structural integrity with severe consequences on the population, the environment and the economy. Structures in industrial facilities vary widely from flexible piping to rigid machining tools, and from small precision equipment to large cranes. Most machine installations have specific functions, including manufacturing precision, number of revolutions, production efficiency, and supply capacity, thus the functional failure is as important as structural failure. The paper presents the shaking table tests in the framework of the SPIF (Seismic Performance of multi-component systems in special risk Industrial Facilities) project. Special attention has been paid to the interactions between the primary structure and components as well as between the components among themselves. The steel structure of three stories has been designed, with the vessels on the first and second storey connected with the pipes. The structure has been planned for testing in two configurations: as fully fixed and with base isolation at the bottom. The focus is placed on the behaviour of the vessels and seismic performance of the pipes and connections has for the purpose of derivation of the design recommendations. Measuring accelerations, relative displacements of the components and pipe sections for different levels of peak ground acceleration is planned. The results will be used to increase the knowledge on definition of damage levels, limit states and performance for industrial facilities.
C3  - SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities
T1  - Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2191
ER  - 

@conference{
author = "Marinković, Marko and Butenweg, Christoph and Pavese, Alberto and Lanese, Igor and Hoffmeister, Benno and Pikawa, Marius and Vulcu, Christian and Bursi, Oreste and Nardin, Chiara and Paolacci, Fabrizio and Quinci, Gianluca and Fragiadakis, Michalis and Weber, Felix and Huber, Peter and Renault, Philippe and Gundel, Max and Dyke, Shirley and Ciucci, M. and Marino, A.",
year = "2020",
abstract = "Industrial facilities consist of the primary load-carrying structure and various process engineering components (secondary structures), which under seismic loading, may exhibit significant damage that may threaten their structural integrity with severe consequences on the population, the environment and the economy. Structures in industrial facilities vary widely from flexible piping to rigid machining tools, and from small precision equipment to large cranes. Most machine installations have specific functions, including manufacturing precision, number of revolutions, production efficiency, and supply capacity, thus the functional failure is as important as structural failure. The paper presents the shaking table tests in the framework of the SPIF (Seismic Performance of multi-component systems in special risk Industrial Facilities) project. Special attention has been paid to the interactions between the primary structure and components as well as between the components among themselves. The steel structure of three stories has been designed, with the vessels on the first and second storey connected with the pipes. The structure has been planned for testing in two configurations: as fully fixed and with base isolation at the bottom. The focus is placed on the behaviour of the vessels and seismic performance of the pipes and connections has for the purpose of derivation of the design recommendations. Measuring accelerations, relative displacements of the components and pipe sections for different levels of peak ground acceleration is planned. The results will be used to increase the knowledge on definition of damage levels, limit states and performance for industrial facilities.",
journal = "SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities",
title = "Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2191"
}

Marinković, M., Butenweg, C., Pavese, A., Lanese, I., Hoffmeister, B., Pikawa, M., Vulcu, C., Bursi, O., Nardin, C., Paolacci, F., Quinci, G., Fragiadakis, M., Weber, F., Huber, P., Renault, P., Gundel, M., Dyke, S., Ciucci, M.,& Marino, A.. (2020). Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests. in SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities.
https://hdl.handle.net/21.15107/rcub_grafar_2191

Marinković M, Butenweg C, Pavese A, Lanese I, Hoffmeister B, Pikawa M, Vulcu C, Bursi O, Nardin C, Paolacci F, Quinci G, Fragiadakis M, Weber F, Huber P, Renault P, Gundel M, Dyke S, Ciucci M, Marino A. Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests. in SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2191 .

Marinković, Marko, Butenweg, Christoph, Pavese, Alberto, Lanese, Igor, Hoffmeister, Benno, Pikawa, Marius, Vulcu, Christian, Bursi, Oreste, Nardin, Chiara, Paolacci, Fabrizio, Quinci, Gianluca, Fragiadakis, Michalis, Weber, Felix, Huber, Peter, Renault, Philippe, Gundel, Max, Dyke, Shirley, Ciucci, M., Marino, A., "Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests" in SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2191 .

TY  - CONF
AU  - Butenweg, Christoph
AU  - Marinković, Marko
AU  - Pavese, Alberto
AU  - Lanese, Igor
AU  - Parisi, Ernesto
AU  - Hoffmeister, Benno
AU  - Pinkawa, Marius
AU  - Vulcu, Christian
AU  - Bursi, Oreste
AU  - Nardin, Chiara
AU  - Paolacci, Fabrizio
AU  - Quinci, Gianluca
AU  - Fragiadakis, Michalis
AU  - Weber, Felix
AU  - Huber, Peter
AU  - Renault, Philippe
AU  - Gündel, Max
AU  - Dyke, Shirley
AU  - Ciuccu, M.
AU  - Marino, A.
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2234
AB  - Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, 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 (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behavior of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.
C3  - 17th World Conference on Earthquake Engineering
T1  - Seismic performance of multiple-component systems in special risk industrial facilities
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2234
ER  - 

@conference{
author = "Butenweg, Christoph and Marinković, Marko and Pavese, Alberto and Lanese, Igor and Parisi, Ernesto and Hoffmeister, Benno and Pinkawa, Marius and Vulcu, Christian and Bursi, Oreste and Nardin, Chiara and Paolacci, Fabrizio and Quinci, Gianluca and Fragiadakis, Michalis and Weber, Felix and Huber, Peter and Renault, Philippe and Gündel, Max and Dyke, Shirley and Ciuccu, M. and Marino, A.",
year = "2020",
abstract = "Past earthquakes demonstrated the high vulnerability of industrial facilities equipped with complex process technologies leading to serious damage of the process equipment and multiple and simultaneous release of hazardous substances in industrial facilities. Nevertheless, the design of industrial plants is inadequately described in recent codes and guidelines, as they do not consider the dynamic interaction between the structure and the installations and thus the effect of seismic response of the installations on the response of the structure and vice versa. The current code-based approach for the seismic design of industrial facilities is considered not enough for ensure proper safety conditions against exceptional event entailing loss of content and related consequences. Accordingly, 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 (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe). The objective of the SPIF project is the investigation of the seismic behavior of a representative industrial structure equipped with complex process technology by means of shaking table tests. The test structure is a three-story moment resisting steel frame with vertical and horizontal vessels and cabinets, arranged on the three levels and connected by pipes. The dynamic behavior of the test structure and installations is investigated with and without base isolation. Furthermore, both firmly anchored and isolated components are taken into account to compare their dynamic behavior and interactions with each other. Artificial and synthetic ground motions are applied to study the seismic response at different PGA levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the numerical simulations to calibrate the tests on the prototype, the experimental setup of the investigated structure and installations, selected measurement data and finally describes preliminary experimental results.",
journal = "17th World Conference on Earthquake Engineering",
title = "Seismic performance of multiple-component systems in special risk industrial facilities",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2234"
}

Butenweg, C., Marinković, M., Pavese, A., Lanese, I., Parisi, E., Hoffmeister, B., Pinkawa, M., Vulcu, C., Bursi, O., Nardin, C., Paolacci, F., Quinci, G., Fragiadakis, M., Weber, F., Huber, P., Renault, P., Gündel, M., Dyke, S., Ciuccu, M.,& Marino, A.. (2020). Seismic performance of multiple-component systems in special risk industrial facilities. in 17th World Conference on Earthquake Engineering.
https://hdl.handle.net/21.15107/rcub_grafar_2234

Butenweg C, Marinković M, Pavese A, Lanese I, Parisi E, Hoffmeister B, Pinkawa M, Vulcu C, Bursi O, Nardin C, Paolacci F, Quinci G, Fragiadakis M, Weber F, Huber P, Renault P, Gündel M, Dyke S, Ciuccu M, Marino A. Seismic performance of multiple-component systems in special risk industrial facilities. in 17th World Conference on Earthquake Engineering. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2234 .

Butenweg, Christoph, Marinković, Marko, Pavese, Alberto, Lanese, Igor, Parisi, Ernesto, Hoffmeister, Benno, Pinkawa, Marius, Vulcu, Christian, Bursi, Oreste, Nardin, Chiara, Paolacci, Fabrizio, Quinci, Gianluca, Fragiadakis, Michalis, Weber, Felix, Huber, Peter, Renault, Philippe, Gündel, Max, Dyke, Shirley, Ciuccu, M., Marino, A., "Seismic performance of multiple-component systems in special risk industrial facilities" in 17th World Conference on Earthquake Engineering (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2234 .