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

März 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 Lesezeit
SPIF mock-up at the EUCENTRE laboratory
Zusammenfassung
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.

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Marko Marinković
Autoren
Marko Marinković
Associate Professor at University of Belgrade (Serbia)
Christoph Butenweg
Autoren
Christoph Butenweg
Professor at FH Aachen University of Applied Sciences (Germany)
Alberto Pavese
Autoren
Alberto Pavese
Associate Professor at University of Pavia (Italy)
Igor Lanese
Autoren
Igor Lanese
Scientific Responsible, 6D Shaking Table at EUCENTRE (Italy)
Autoren
B. Hoffmeister
Autoren
M. Pinkawa
Autoren
C. Vulcu
Oreste S. Bursi
Autoren
Oreste S. Bursi
Full Professor at University of Trento (Italy)
Chiara Nardin
Autoren
MSCA-Postdoktorandin an der ETH Zürich (Schweiz) und der Universität Trient (Italien)
Bauingenieurin und MSCA-Fellow. Ich forsche zu Erdbebenrisiko, Fragilitätsmodellierung und Unsicherheitsquantifizierung für komplexe Industrieanlagen an der ETH Zürich und der Universität Trient.
Fabrizio Paolacci
Autoren
Fabrizio Paolacci
Full Professor at Roma Tre University (Italy)
Autoren
et al.