TY - BOOK A1 - Butenweg, Christoph A1 - Hoffmeister, Benno A1 - Holtschoppen, Britta A1 - Klinkel, Sven A1 - Rosin, Julia A1 - Schmitt, Timo T1 - Seismic design of industrial facilities 2020: proceedings of the 2nd International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) Y1 - 2020 SN - 978-3-86359-729-0 PB - Apprimus Verlag CY - Aachen ER - TY - CHAP A1 - Butenweg, Christoph A1 - Holtschoppen, Britta T1 - Seismic design of industrial facilities in Germany T2 - Seismic Design of Industrial Facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) : Aachen, 26. - 27.9.2013 Y1 - 2014 SN - 978-3-658-02809-1 ; 3-658-02809-2 (Print) ; 978-3-658-02810-7 (E-Book) U6 - http://dx.doi.org/10.1007/978-3-658-02810-7_6 SP - 63 EP - 74 PB - Springer Vieweg CY - Wiesbaden ER - TY - JOUR A1 - Butenweg, Christoph A1 - Holtschoppen, Britta T1 - Neuer VCI-Leitfaden für die erdbebensichere Auslegung von Industrieanlagen JF - Bauingenieur : die richtungsweisende Zeitschrift im Bauingenieurswesen ; offizielle Zeitschrift der VDI-Gesellschaft Bautechnik Y1 - 2012 SN - 1436-4867 (E-Journal); 0005-6650 (Print) VL - Band 87 SP - S18 PB - VDI Fachmedien CY - Düsseldorf ER - TY - CHAP A1 - Butenweg, Christoph A1 - Holtschoppen, Britta T1 - Seismic design of structures and components in industrial units T2 - Structural Dynamics with Applications in Earthquake and Wind Engineering N2 - Industrial units consist of the primary load-carrying structure and various process engineering components, the latter being by far the most important in financial terms. In addition, supply structures such as free-standing tanks and silos are usually required for each plant to ensure the supply of material and product storage. Thus, for the earthquake-proof design of industrial plants, design and construction rules are required for the primary structures, the secondary structures and the supply structures. Within the framework of these rules, possible interactions of primary and secondary structures must also be taken into account. Importance factors are used in seismic design in order to take into account the usually higher risk potential of an industrial unit compared to conventional building structures. Industrial facilities must be able to withstand seismic actions because of possibly wide-ranging damage consequences in addition to losses due to production standstill and the destruction of valuable equipment. The chapter presents an integrated concept for the seismic design of industrial units based on current seismic standards and the latest research results. Special attention is devoted to the seismic design of steel thin-walled silos and tank structures. KW - Industrial units KW - Seismic design KW - Tanks KW - Silos KW - Components Y1 - 2019 SN - 978-3-662-57550-5 U6 - http://dx.doi.org/10.1007/978-3-662-57550-5_5 SP - 359 EP - 481 PB - Springer CY - Berlin ER - TY - JOUR A1 - Holtschoppen, Britta A1 - Butenweg, Christoph A1 - Meskouris, Konstantin T1 - Seismic design of non-structural components in industrial facilities JF - International journal of engineering under uncertainty Y1 - 2009 SN - 0975-4806 VL - Volume 1 SP - 1 EP - 13 ER - TY - CHAP A1 - Holtschoppen, Britta A1 - Cornelissen, Philipp A1 - Butenweg, Christoph A1 - Meskouris, Konstantin T1 - Vereinfachtes Berechnungsverfahren zur Berücksichtigung der Interaktionsschwingung bei flüssigkeitsgefüllten Tankbauwerken unter seismischer Belastung T2 - Berichte der Fachtagung Baustatik-Baupraxis 11 : am 21. und 22. Februar 2011 an der Universität Innsbruck / Hrsg. Gernot Beer ... Y1 - 2011 SN - 978-3-85125-115-9 SP - 155 EP - 162 PB - Inst. für Baustatik, Techn. Univ. Graz CY - Graz ER - TY - BOOK A1 - Klinkel, Sven A1 - Butenweg, Christoph A1 - Lin, Gao A1 - Holtschoppen, Britta T1 - Seismic design of industrial facilities : Proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF) / Sven Klinkel, Christoph Butenweg, Gao Lin, Britta Holtschoppen Editors Y1 - 2014 SN - 978-3-658-02809-1 (Print) ; 978-365-80281-0-7 (E-Book) U6 - http://dx.doi.org/10.1007/978-3-658-02810-7 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Meskouris, Konstantin A1 - Holtschoppen, Britta A1 - Butenweg, Christoph A1 - Park, Jin T1 - Seismische Auslegung von Silo- und Tankbauwerken T2 - Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Ingbert Mangerig. (Berichte aus dem konstruktiven Ingenieurbau ; 2010,6) Y1 - 2010 SP - 215 EP - 224 PB - Univ. der Bundeswehr CY - Neubiberg ER - TY - CHAP A1 - Meskouris, Konstantin A1 - Holtschoppen, Britta A1 - Butenweg, Christoph A1 - Rosin, Julia T1 - Seismic analysis of liquid storage tanks T2 - Earthquake Geology and Archaeology: Science, Society and Critical facilities : proceedings ; 2nd INQUA-IGCP 567 International Workshop on Active Tectonics, Earthquake Geology, Archaeology and Engineering ; 19-24 September 2011, Corinth (Greece) / Eds.: C. Grützner ; R. Pérez-Lopez ; T. Fernández Steeger ; I. Papanikolaou ; K. Reicherter ; P. G. Silva ; A. Vött. Volume 2 Y1 - 2011 SN - 978-960-466-093-3 SP - 136 EP - 139 PB - The Natural hazards Laboratory, National and Kapodistrian University of Athens CY - Athens ER - TY - JOUR A1 - Mykoniou, Konstantin A1 - Butenweg, Christoph A1 - Holtschoppen, Britta A1 - Klinkel, Sven T1 - Seismic response analysis of adjacent liquid-storage tanks JF - Earthquake engineering and structural dynamics N2 - A refined substructure technique in the frequency domain is developed, which permits consideration of the interaction effects among adjacent containers through the supporting deformable soil medium. The tank-liquid systems are represented by means of mechanical models, whereas discrete springs and dashpots stand for the soil beneath the foundations. The proposed model is employed to assess the responses of adjacent circular, cylindrical tanks for harmonic and seismic excitations over wide range of tank proportions and soil conditions. The influence of the number, spatial arrangement of the containers and their distance on the overall system's behavior is addressed. The results indicate that the cross-interaction effects can substantially alter the impulsive components of response of each individual element in a tank farm. The degree of this impact is primarily controlled by the tank proportions and the proximity of the predominant natural frequencies of the shell-liquid-soil systems and the input seismic motion. The group effects should be not a priori disregarded, unless the tanks are founded on shallow soil deposit overlying very stiff material or bedrock. KW - liquid-structure interaction KW - seismic response KW - impulsive effects KW - liquid-storage tank KW - structure-soil-structure interaction Y1 - 2016 U6 - http://dx.doi.org/10.1002/eqe.2726 SN - 1096-9845 (E-Journal); 0098-8847 (Print) VL - 45 IS - 11 SP - 1779 EP - 1796 PB - Wiley-VCH CY - Weinheim ER -