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Investigation of the seismic behaviour of structural and non-structural components in industrial facilities by means of shaking table tests

Authorized Users Only
2020
Authors
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.
Conference object (Published version)
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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 themselve...s. 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.

Keywords:
industrial facilities / seismic loading / non-structural components / interaction / shaking table
Source:
SEDIF 2020 – 2nd International Conference on Seismic Design of Industrial Facilities, 2020
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_grafar_2191
URI
https://grafar.grf.bg.ac.rs/handle/123456789/2191
Collections
  • Катедра за техничку механику и теорију конструкција
Institution/Community
GraFar
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 .

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