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

mar 4, 2020·,
B. Hoffmeister
,
M. Pinkawa
,
C. Vulcu
,
et al.
· Proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SEDIF 2020), Aachen, Germany, pp. 159–172 · 1 min di lettura
SPIF mock-up at the EUCENTRE laboratory
Abstract
Industrial facilities consist of a primary load-carrying structure and of process components, such as vessels, tanks, piping and cabinets, that can be seriously damaged by earthquakes. Within the SPIF project (Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities), funded by the European H2020 SERA Transnational Access programme, a full-scale three-storey industrial steel frame equipped with vertical and horizontal vessels, a cabinet and connecting pipes was tested on the shaking table of the EUCENTRE laboratories in Pavia, Italy. This contribution presents the test structure, its installations and the measurement plan, with accelerations and relative displacements of the components and pipe sections recorded at increasing peak ground acceleration levels, with the aim of supporting design recommendations for the seismic performance of vessels, pipes and their connections.
publication
Abstract

Industrial facilities consist of a primary load-carrying structure and of process components, such as vessels, tanks, piping and cabinets, that can be seriously damaged by earthquakes. Within the SPIF project (Seismic Performance of Multi-Component Systems in Special Risk Industrial Facilities), funded by the European H2020 SERA Transnational Access programme, a full-scale three-storey industrial steel frame equipped with vertical and horizontal vessels, a cabinet and connecting pipes was tested on the shaking table of the EUCENTRE laboratories in Pavia, Italy. This contribution presents the test structure, its installations and the measurement plan, with accelerations and relative displacements of the components and pipe sections recorded at increasing peak ground acceleration levels, with the aim of supporting design recommendations for the seismic performance of vessels, pipes and their connections.

Suggerimento

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Marko Marinković
Autori
Marko Marinković
Associate Professor at University of Belgrade (Serbia)
Christoph Butenweg
Autori
Christoph Butenweg
Professor at FH Aachen University of Applied Sciences (Germany)
Alberto Pavese
Autori
Alberto Pavese
Associate Professor at University of Pavia (Italy)
Igor Lanese
Autori
Igor Lanese
Scientific Responsible, 6D Shaking Table at EUCENTRE (Italy)
Autori
B. Hoffmeister
Autori
M. Pinkawa
Autori
C. Vulcu
Oreste S. Bursi
Autori
Oreste S. Bursi
Full Professor at University of Trento (Italy)
Chiara Nardin
Autori
Ricercatrice postdoc MSCA all’ETH di Zurigo (Svizzera) e all’Università di Trento (Italia)
Ingegnera strutturista e borsista MSCA: mi occupo di rischio sismico, modellazione della fragilità e quantificazione dell’incertezza per sistemi industriali complessi, all’ETH di Zurigo e all’Università di Trento.
Fabrizio Paolacci
Autori
Fabrizio Paolacci
Full Professor at Roma Tre University (Italy)
Autori
et al.