TY  - CONF
AU  - Butenweg, Christoph
AU  - Bursi, Oreste
AU  - Nardin, Chiara
AU  - Lanese, Igor
AU  - Pavese, Alberto
AU  - Marinković, Marko
AU  - Paolacci, Fabrizio
AU  - Quinci, Gianluca
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2472
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 behaviour 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 behaviour of the test structure and of its relative several installations is investigated. Furthermore, both process components and primary structure interactions are considered and analyzed. Several PGA-scaled artificial ground motions are applied to study the seismic response at different levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the experimental setup of the investigated structure and installations, selected measurement data and describes the obtained damage. Furthermore, important findings for the definition of performance limits, the effectiveness of floor response spectra in industrial facilities will be presented and discussed.
C3  - Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021
T1  - Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2472
ER  - 

@conference{
author = "Butenweg, Christoph and Bursi, Oreste and Nardin, Chiara and Lanese, Igor and Pavese, Alberto and Marinković, Marko and Paolacci, Fabrizio 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 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 behaviour 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 behaviour of the test structure and of its relative several installations is investigated. Furthermore, both process components and primary structure interactions are considered and analyzed. Several PGA-scaled artificial ground motions are applied to study the seismic response at different levels. After each test, dynamic identification measurements are carried out to characterize the system condition. The contribution presents the experimental setup of the investigated structure and installations, selected measurement data and describes the obtained damage. Furthermore, important findings for the definition of performance limits, the effectiveness of floor response spectra in industrial facilities will be presented and discussed.",
journal = "Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021",
title = "Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2472"
}

Butenweg, C., Bursi, O., Nardin, C., Lanese, I., Pavese, A., Marinković, M., Paolacci, F.,& Quinci, G.. (2021). Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities. in Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021.
https://hdl.handle.net/21.15107/rcub_grafar_2472

Butenweg C, Bursi O, Nardin C, Lanese I, Pavese A, Marinković M, Paolacci F, Quinci G. Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities. in Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_2472 .

Butenweg, Christoph, Bursi, Oreste, Nardin, Chiara, Lanese, Igor, Pavese, Alberto, Marinković, Marko, Paolacci, Fabrizio, Quinci, Gianluca, "Experimental investigation on the seismic performance of a multicomponent system for major-hazard industrial facilities" in Proceedings of the ASME 2021 Pressure Vessels & Piping Conference PVP 2021 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2472 .

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 .

TY  - CONF
AU  - Butenweg, Christoph
AU  - Marinković, Marko
AU  - Pavese, Alberto
AU  - Lanese, Igor
AU  - 
AU  - Rizzo Parisi, E.
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/123456789/2190
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_2190
ER  - 

@conference{
author = "Butenweg, Christoph and Marinković, Marko and Pavese, Alberto and Lanese, Igor and  and Rizzo Parisi, E. 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 = "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_2190"
}

Butenweg, C., Marinković, M., Pavese, A., Lanese, I., , Rizzo Parisi, E., 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). 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_2190

Butenweg C, Marinković M, Pavese A, Lanese I, , Rizzo Parisi E, 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. 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_2190 .

Butenweg, Christoph, Marinković, Marko, Pavese, Alberto, Lanese, Igor, , Rizzo Parisi, E., 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., "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_2190 .