TY  - CHAP
A1  - Butenweg, Christoph
A1  - Rosin, Julia
A1  - Kubalski, Thomas
T1  - Seismic response of conventional and base-isolated liquid storage tanks
T2  - International Conference on Earthquake Engineering : 29.-31.05.2013, Skopje, Mazedonien
Y1  - 2013
SP  - 1
EP  - 8
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Mistler, Michael
T1  - Seismic resistance of unreinforced masonry buildings
T2  - Proceedings of the Eighth International Conference on Computational Structures Technology : [Las Palmas de Cran Canaria, 12-15 September 2006] / ed. by B. H. V. Topping ...
Y1  - 2006
SN  - 1-905088-06-X
U6  - http://dx.doi.org/10.4203/ccp.83.9
SP  - Paper 9
PB  - Civil-Comp Press
CY  - Stirling
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Marinković, Marko
A1  - Pavese, Alberto
A1  - Lanese, Igor
A1  - Hoffmeister, Benno
A1  - Pinkawa, Marius
A1  - Vulcu, Mihai-Cristian
A1  - Bursi, Oreste
A1  - Nardin, Chiara
A1  - Paolacci, Fabrizio
A1  - Quinci, Gianluca
A1  - Fragiadakis, Michalis
A1  - Weber, Felix
A1  - Huber, Peter
A1  - Renault, Philippe
A1  - Gündel, Max
A1  - Dyke, Shirley
A1  - Ciucci, M.
A1  - Marino, A.
T1  - Seismic performance of multi-component systems in special risk industrial facilities
T2  - 17. World Conference on Earthquake Engineering , Sendai , Japan , 17WCEE , 2021-09-27 - 2021-10-02
N2  - 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.
KW  - industrial facilities
KW  - piping
KW  - installations
KW  - seismic loading
KW  - earthquakes
Y1  - 2021
ER  - 
TY  - CHAP
A1  - Rosin, Julia
A1  - Butenweg, Christoph
T1  - Seismic isolation of cylindrical liquid storage tanks
T2  - Proceedings of the 9th European Conference on Structural Dynamics, EURODYN 2014 Porto, Portugal, 30 June - 2 July 2014 / A. Cunha, E. Caetano, .... (eds.)
Y1  - 2014
SN  - 978-972-752-165-4
SP  - 3145
EP  - 3152
CY  - Porto
ER  - 
TY  - CHAP
A1  - Rosin, Julia
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
ED  - Klinkel, Sven
ED  - Butenweg, Christoph
ED  - Lin, Gao
ED  - Holtschoppen, Britta
T1  - Seismic isolation of cylindrical liquid storage tanks
T2  - Seismic design of industrial facilities
N2  - Seismic excited liquid filled tanks are subjected to extreme loading due to hydrodynamic pressures, which can lead to nonlinear stability failure of the thinwalled cylindrical tanks, as it is known from past earthquakes. A significant reduction of the seismically induced loads can be obtained by the application of base isolation systems, which have to be designed carefully with respect to the modified hydrodynamic behaviour of the tank in interaction with the liquid. For this reason a highly sophisticated fluid-structure interaction model has to be applied for a realistic simulation of the overall dynamic system. In the following, such a model is presented and compared with the results of simplified mathematical models for rigidly supported tanks. Finally, it is examined to what extent a simple mechanical model can represent the behaviour of a base isolated tank in case of seismic excitation
Y1  - 2013
SN  - 978-3-658-02810-7
SN  - 978-3-658-02809-1
SN  - 978-3-658-14037-3
U6  - http://dx.doi.org/10.1007/978-3-658-02810-7_36
N1  - International Conference on Seismic Design of Industrial Facilities, Aachen, Germany, 26.-27.09.2013.
https://sedif-conference.jimdofree.com/
SP  - 429
EP  - 440
PB  - Springer Vieweg
CY  - Wiesbaden
ER  - 
TY  - CHAP
A1  - Schmitt, Timo
A1  - Rosin, Julia
A1  - Butenweg, Christoph
T1  - Seismic Impact And Design Of Buried Pipelines
T2  - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018
N2  - Seismic design of buried pipeline systems for energy and water supply is not only important for plant and operational safety but also for the maintenance of the supply infrastructure after an earthquake. The present paper shows special issues of the seismic wave impacts on buried pipelines, describes calculation methods, proposes approaches and gives calculation examples. This paper regards the effects of transient displacement differences and resulting tensions within the pipeline due to the wave propagation of the earthquake. However, the presented model can also be used to calculate fault rupture induced displacements. Based on a three-dimensional Finite Element Model parameter studies are performed to show the influence of several parameters such as incoming wave angle, wave velocity, backfill height and synthetic displacement time histories. The interaction between the pipeline and the surrounding soil is modeled with non-linear soil springs and the propagating wave is simulated affecting the pipeline punctually, independently in time and space. Special attention is given to long-distance heat pipeline systems. Here, in regular distances expansion bends are arranged to ensure movements of the pipeline due to high temperature. Such expansion bends are usually designed with small bending radii, which during the earthquake lead to high bending stresses in the cross-section of the pipeline. Finally, an interpretation of the results and recommendations are given for the most critical parameters.
Y1  - 2018
N1  - Paper No 10600
SP  - 1
EP  - 12
ER  - 
TY  - CHAP
A1  - Rajan, Sreelakshmy
A1  - Holtschoppen, B.
A1  - Dalguer, L. A.
A1  - Klinkel, S.
A1  - Butenweg, Christoph
ED  - Sas, P.
T1  - Seismic fragility analysis of a non-conventional reinforced concrete structure considering different uncertainties
T2  - Proceedings of ISMA2016, International Conference on Noise and Vibration Engineering/USD2016, International Conference on Uncertainty in Structural Dynamics, / ISMA 2016, USD 2016
Y1  - 2016
SP  - 4213
EP  - 4225
PB  - KU Leuven
CY  - Leuven
ER  - 
TY  - CHAP
A1  - Wagner, R.
A1  - Noh, S.-Y.
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
T1  - Seismic excited granular material silos
T2  - Structural dynamics - EURODYN 2002 : proceedings of the 4th [i.e. 5th] International Conference on Structural Dynamics, Munich, Germany, 2 - 5 September 2002 / ed. by H. Grundmann ...
Y1  - 2002
SN  - 90-5809-511-8
SP  - 253
EP  - 258
PB  - Balkema
CY  - Lisse
ER  - 
TY  - CHAP
A1  - Reindl, Lukas
A1  - Park, Jin
A1  - Norda, Hannah
A1  - Butenweg, Christoph
T1  - Seismic design of masonry walls subject to out-of-plane bending
T2  - Proceedings of the Tenth International Conference on Computational Structures Technology : Valencia, Spain, 14 - 17 September 2010 / organised in association with: Universidad Politecnica de Valencia ... Ed. by B. H. V. Topping ...
Y1  - 2010
SN  - 978-1-905088-36-2
U6  - http://dx.doi.org/10.4203/ccp.93.348
SP  - Paper 348
PB  - Civil-Comp Press
CY  - Kippen
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  - CHAP
A1  - Rosin, Julia
A1  - Kubalski, Thomas
A1  - Butenweg, Christoph
T1  - Seismic Design of cylindrical liquid storage tanks
T2  - Seismic design of industrial facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) ; [Aachen, 26. - 27. September 2013] / Chair of Structural Statics and Dynamics, RWTH Aachen. Sven Klinkel ..., ed.
Y1  - 2014
SN  - 978-3-658-02810-7 (E-Book) ; 978-3-658-02809-1 (Print)
U6  - http://dx.doi.org/10.1007/978-3-658-02810-7_36
SP  - 429
EP  - 440
PB  - Springer Vieweg
CY  - Wiesbaden
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
ED  - Vacareanu, Radu
ED  - Ionescu, Constantin
T1  - Seismic design and evaluation of industrial facilities
T2  - Progresses in European Earthquake Engineering and Seismology. Third European Conference on Earthquake Engineering and Seismology – Bucharest, 2022
N2  - Industrial facilities must be thoroughly designed to withstand seismic
actions as they exhibit an increased loss potential due to the possibly wideranging
damage consequences and the valuable process engineering equipment.
Past earthquakes showed the social and political consequences of seismic damage
to industrial facilities and sensitized the population and politicians worldwide
for the possible hazard emanating from industrial facilities. However, a holistic
approach for the seismic design of industrial facilities can presently neither be
found in national nor in international standards. The introduction of EN 1998-4
of the new generation of Eurocode 8 will improve the normative situation with
specific seismic design rules for silos, tanks and pipelines and secondary process
components. The article presents essential aspects of the seismic design of
industrial facilities based on the new generation of Eurocode 8 using the example
of tank structures and secondary process components. The interaction effects of
the process components with the primary structure are illustrated by means of
the experimental results of a shaking table test of a three story moment resisting
steel frame with different process components. Finally, an integrated approach of
digital plant models based on building information modelling (BIM) and structural
health monitoring (SHM) is presented, which provides not only a reliable
decision-making basis for operation, maintenance and repair but also an excellent
tool for rapid assessment of seismic damage.
KW  - Industrial facilities
KW  - Seismic design
KW  - Tanks
KW  - EN 1998-4
KW  - Structural health monitoring
Y1  - 2022
SN  - 978-3-031-15103-3
SN  - 978-3-031-15106-4
SN  - 978-3-031-15104-0
U6  - http://dx.doi.org/10.1007/978-3-031-15104-0
SN  - 2524-342X
SN  - 2524-3438
N1  - Third European Conference on Earthquake Engineering and Seismology. 04-09.09 Bucharest, Romania.
SP  - 449
EP  - 464
PB  - Springer
CY  - Cham
ER  - 
TY  - CHAP
A1  - Marinkovic, Marko
A1  - Butenweg, Christoph
T1  - Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays
T2  - 17th International Conference -From historical to sustainable masonry, Krakow, Poland, July 5-8, 2020
Y1  - 2020
U6  - http://dx.doi.org/10.1201/9781003098508-72
SP  - 1
EP  - 7
ER  - 
TY  - CHAP
A1  - Meskouris, Konstantin
A1  - Butenweg, Christoph
A1  - Mistler, Michael
A1  - Kuhlmann, Wolfram
T1  - Seismic behaviour of historic masonry buildings
T2  - 7th National Congress on Mechanics : Chania, Crete, June 24 - 26, 2004 ; proceedings / ed. A. Kounadis ....
Y1  - 2004
SP  - 47
EP  - 49
PB  - Hellenic Society for Theoretical and Applied Mechanics
CY  - Chania
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  - CHAP
A1  - El-Deib, Khaled
A1  - Chudoba, Rostislav
A1  - Butenweg, Christoph
A1  - Meskouris, Konstantin
A1  - Könke, Carsten
A1  - Bettzieche, Volker
T1  - Safety assessment of rockfill and masonry dams
T2  - Structural dynamics - EURODYN 2002 : proceedings of the 4th [i.e. 5th] International Conference on Structural Dynamics, Munich, Germany, 2 - 5 September 2002 / ed. by H. Grundmann ... Vol. 1
Y1  - 2002
SN  - 90-5809-510-X
SP  - 237
EP  - 242
PB  - Balkema
CY  - Lisse
ER  - 
TY  - CHAP
A1  - Kern, Alexander
A1  - Braun, Christian
T1  - Risk management according to IEC 62305-2 edition 2: 2010–12 assessment of structures with a risk of explosion
T2  - 2014 International Conference on Lightning Protection (ICLP), Shanghai, China
N2  - Risk management for structures with a risk of explosion should be considered very carefully when performing a risk analysis according to IEC 62305-2. In contrast to the 2006 edition of the standard, the 2010 edition describes the topic “Structures with a risk of explosion” in more detail. Moreover, in Germany separate procedures and parameters are defined for the risk analysis of structures with a risk of explosion (Supplement 3 of the German DIN EN 62305-2 standard). This paper describes the contents and the relevant calculations of this Supplement 3, together with a numerical example.
Y1  - 2014
SP  - 1237
EP  - 1242
ER  - 
TY  - CHAP
A1  - Nabe, C.
A1  - Borchert, Jörg
ED  - Hake, Jürgen-Friedrich
T1  - Risikomanagement von EVU in liberalisierten Strommärkten
T2  - Liberalisierung des Energiemarktes : Vortragsmanuskripte des 5. Ferienkurses "Energieforschung" vom 27. September - 1. Oktober 1999 im Congrescentrum Rolduc und im Forschungszentrum Jülich
Y1  - 1999
SN  - 3-89336-248-7
N1  - Schriften des Forschungszentrums Jülich : Reie Energietechnik ; 8
SP  - 203
EP  - 216
PB  - Forschungszentrum
CY  - Jülich
ER  - 
TY  - CHAP
A1  - Kern, Alexander
T1  - Risikomanagement nach DIN V 0185-2 VDE V 0185 Teil 2: 2002-11 - Einige Beispiele und erste Erfahrungen
T1  - Risk management based on DIN V 0185-2 VDE V 0185 part 2: 2002-11 - Some examples and first experiences
N2  - Die neue Vornorm VDE V 0185 Teil 2 „Risikomanagement: Abschätzung des Schadensrisikos für bauliche Anlagen“ [1] ist seit November 2002 gültig. Sie ermöglicht nicht nur die Ermittlung der Schutzklasse eines Blitzschutzsystems, sondern auch die Untersuchung zur Notwendigkeit anderer Schutzmaßnahmen gegen Blitzeinwirkungen (Überspannungsschutzgeräte in Unterverteilern und/oder an Endgeräten, Schirmung des Gebäudes und/oder interner Räume, Potentialsteuerung, Brandmelde- und Feuerlöscheinrichtungen, etc.) nach objektiven Kriterien und damit in einer für alle Beteiligten grundsätzlich nachvollziehbaren Art und Weise. Dass eine solche Analyse rel. komplex sein muss und der intensiven Beschäftigung bedarf, ist deshalb nicht verwunderlich. Die Komplexität des Verfahrens sollte allerdings nicht dazu führen, die Vornorm als Ganzes abzulehnen. Die Vornorm beruht auf dem Stand der Diskussion im internationalen Normengremium IEC TC81 WG9 Ende des Jahres 2000. Integriert wurden einige nationale Besonderheiten, die aus Sicht des zuständigen Normenkomitees DKE K251 erforderlich erschienen. In Deutschland konnten und können nun erste breite Erfahrungen in der Anwendung dieser Risikoanalyse gesammelt werden; in anderen Ländern ist dies noch nicht möglich. Diese Erfahrungen können dann, nach Diskussion im nationalen Rahmen, in die internationale Normenarbeit eingebracht werden. Im folgenden Beitrag sollen einige, seit Erscheinen der Vornorm oft wiederkehrende Fragen dargestellt und Lösungsvorschläge vorgestellt werden. Dabei wird auch auf die Tendenzen im internationalen Normengremium IEC TC81 WG9 eingegangen, d.h. auf den aktuellen Entwurf zur IEC 62305-2 [3]. Die Lösungsvorschläge werden begründet, sind allerdings weitestgehend subjektive Meinung des Autors. Für übliche bauliche Anlagen ist die Anwendung der Vornorm rel. einfach möglich. Auch für spezielle Fälle können die darin festgelegten Verfahren herangezogen werden; allerdings sind dann einige weiterführende Überlegungen notwendig, die der Planer von Blitzschutzsystemen durchführen muss. Anhand zweier Beispiele soll die Anwendung der VDE V 0185 Teil 2 auf solche speziellen Fälle dargestellt werden.
KW  - Blitzschutz
KW  - Risikomanagement
KW  - Lightning protection
KW  - risk management
Y1  - 2003
ER  - 
TY  - CHAP
A1  - Kern, Alexander
T1  - Risikomanagement : Abschätzung des Schadensrisikos für bauliche Anlagen - Die neue Vornorm DIN V VDE V 0185 Teil 2 : 2002
N2  - Alle Unternehmen sind vielfältigen Risiken ausgesetzt, die Finanz- und Betriebsbereiche einschließlich Dienstleistungen betreffen können. Die Firmen müssen üblicherweise Risiken eingehen, um im Wettbewerb bestehen zu können. Entscheidend ist, dass man sich über die Risiken bewusst ist, diese einschätzen und kontrollieren kann. Falsche Einschätzungen, Versäumnisse und Fehlentscheidungen können empfindliche finanzielle Schäden bis hin zum Totalverlust nach sich ziehen. Ein effektives Risikomanagement ist heute als wichtiger Sicherheitsfaktor anzusehen und sollte zur strategischen Unternehmensführung gehören. Ein vorausschauendes Risikomanagement beinhaltet, Risiken für das Unternehmen zu kalkulieren. Es liefert Entscheidungsgrundlagen, um diese Risiken zu begrenzen und es macht transparent, welche Risiken sinnvollerweise über Versicherungen abgedeckt werden sollten. Beim Versicherungsmanagement ist jedoch zu bedenken, dass zur Erreichung bestimmter Ziele Versicherungen nicht geeignet sind (z.B. Erhaltung der Lieferfähigkeit). Eintrittswahrscheinlichkeiten bestimmter Risiken lassen sich durch Versicherungen nicht verändern. Bei Unternehmen, die mit umfangreichen elektronischen Einrichtungen produzieren oder Dienstleistungen erbringen (und das sind heutzutage wohl die meisten), muss auch das Risiko durch Blitzeinwirkungen besondere Berücksichtigung finden. Dabei ist zu beachten, dass der Schaden aufgrund der Nicht-Verfügbarkeit der elektronischen Einrichtungen und damit der Produktion bzw. der Dienstleistung und ggf. der Verlust von Daten den Hardware-Schaden an der betroffenen Anlage oft bei weitem übersteigt. Im Blitzschutz gewinnt innovatives Denken in Schadensrisiken langsam an Bedeutung. Risikoanalysen haben die Objektivierung und Quantifizierung der Gefährdung von baulichen Anlagen und ihrer Inhalte durch direkte und indirekte Blitzeinschläge zum Ziel. Seinen Niederschlag hat dieses neue Denken in der neuen deutschen Norm DIN V 0185-2 VDE V 0185 Teil 2 gefunden. Die hier vorgegebene Risikoanalyse gewährleistet, dass ein für alle Beteiligten nachvollziehbares Blitzschutz-Konzept erstellt werden kann, das technisch und wirtschaftlich optimiert ist, d.h. bei möglichst geringem Aufwand den notwendigen Schutz gewährleisten kann. Die sich aus der Risikoanalyse ergebenden Schutzmaßnahmen sind dann in den weiteren Normenteilen der neuen Reihe VDE V 0185 detailliert beschrieben.
KW  - Blitzschutz
KW  - Risikomanagement
KW  - Risikoabschätzung
KW  - Versicherung
KW  - Lightning protection
KW  - Risk management
KW  - Risk assessment ; Insurance
Y1  - 2002
ER  - 
TY  - CHAP
A1  - Hartung, I.
A1  - Dilger, Klaus
A1  - Hellmanns, Mark
A1  - Böhme, Stefan
T1  - Repair of non-weldable steel structures to extend the life cycle
T2  - Proceedings of the IIW International Conference on Advances in Welding and Allied Technologies : July 16 - 17, 2009, Singapore. (Welding in the world ; 53.2009, special issue)
Y1  - 2009
SN  - 978-981-08-3259-9
SP  - 569
EP  - 574
PB  - Springer
CY  - Berlin [u.a.]
ER  - 
TY  - CHAP
A1  - Stollenwerk, Dominik
A1  - Kuvarakul, T.
A1  - Kuperjans, Isabel
T1  - Renewable energy supply for power dominated, energy intense production processes - a systematic conversion approach for the anodizing process
T2  - IOP conference series: Earth and environmental science (EES)
Y1  - 2013
SN  - 1755-1315
SN  - 1755-1307
VL  - Vol. 16
IS  - H. 1
SP  - 012142/1
EP  - 012142/4
ER  - 
TY  - CHAP
A1  - Milkova, Kristina
A1  - Butenweg, Christoph
A1  - Dumova-Jovanoska, Elena
T1  - Region-sensitive comprehensive procedure for determination of seismic fragility curves
T2  - 1st Croatian Conference on Earthquake Engineering 1CroCEE 22-24 March 2021 Zagreb, Croatia
N2  - Seismic vulnerability estimation of existing structures is unquestionably interesting topic of high priority, particularly after earthquake events. Having in mind the vast number of old masonry buildings in North Macedonia serving as public institutions, it is evident that the structural assessment of these buildings is an issue of great importance. In this paper, a comprehensive methodology for the development of seismic fragility curves of existing masonry buildings is presented. A scenario – based method that incorporates the knowledge of the tectonic style of the considered region, the active fault characterization, the earth crust model and the historical seismicity (determined via the Neo Deterministic approach) is used for calculation of the necessary response spectra. The capacity of the investigated masonry buildings has been determined by using nonlinear static analysis. MINEA software (SDA Engineering) is used for verification of the structural safety of the structures Performance point, obtained from the intersection of the capacity of the building and the spectra used, is selected as a response parameter. The thresholds of the spectral displacement are obtained by splitting the capacity curve into five parts, utilizing empirical formulas which are represented as a function of yield displacement and ultimate displacement. As a result, four levels of damage limit states are determined. A maximum likelihood estimation procedure for the process of fragility curves determination is noted as a final step in the proposed procedure. As a result, region specific series of vulnerability curves for structures are defined.
KW  - seismic risk
KW  - seismic vulnerability
KW  - fragility curves
KW  - masonry structures
Y1  - 2021
U6  - http://dx.doi.org/10.5592/CO/1CroCEE.2021.158
SP  - 121
EP  - 128
PB  - University of Zagreb
CY  - Zagreb
ER  - 
TY  - CHAP
A1  - Pauksztat, Anja
A1  - Kuperjans, Isabel
A1  - de Hesselle, M.
T1  - Referenzformeln für Energiebedarf und CO2-Emissionen in der Glasindustrie
T2  - Energieeffizienz - Chancen für die Zukunft : Tagung Berlin, 14. und 15. November 2006. - (VDI-Berichte ; 1951)
Y1  - 2006
SN  - 3-18-091951-5
SP  - 179
EP  - 190
PB  - VDI-Verl.
CY  - Düsseldorf
ET  - Nichtred. Ms.-Dr.
ER  - 
TY  - CHAP
A1  - Kuperjans, Isabel
A1  - Seitz, C.-W.
A1  - Wilhelm, H.-G.
T1  - Realisierung einer Fernwärmeversorgung mit Kraft-Wärme-Kopplung für den Wohnwertpark Brühl
T2  - Energiemanagement in Kommunen und öffentlichen Einrichtungen : Tagung Stuttgart, 16. und 17. September 1998. - (VDI-Berichte ; 1424)
Y1  - 1998
SN  - 3-18-091424-6
SP  - 129
EP  - 138
PB  - VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Losch, S.
A1  - Butenweg, Christoph
T1  - Qualitätsgesteuerte Bemessung von Stahlbetontragwerken mit der FE-Methode
T2  - 11. Forum Bauinformatik Darmstadt '99 : [Beiträge der Forumsteilnehmer, die im Rahmen des 11. Forums Bauinformatik vom 22. bis 24. September 1999 in Darmstadt ihre Forschung präsentiert ...] / Tobias Kuhn ... (Hrsg.) (Fortschritt-Berichte VDI : Reihe 4 Bauingenieurwesen ; Nr. 156)
Y1  - 1999
SN  - 3-18-315604-0
SP  - 208
EP  - 215
PB  - VDI-Verlag
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Hellmanns, Mark
A1  - Hartung, I.
A1  - Dilger, Klaus
A1  - Böhm, Stefan
T1  - Quality assurance of manual guided joining and welding devices
T2  - Proceedings of the IIW International Conference on Advances in Welding and Allied Technologies : July 16 - 17, 2009, Singapore
Y1  - 2009
SN  - 9789810832605
SP  - 219
EP  - 222
PB  - International Institute of Welding
CY  - Roissy
ER  - 
TY  - CHAP
A1  - Sirazitdinova, Y.
A1  - Dulzon, A.
A1  - Müller, Burghard
T1  - Project management practices in engineering university
T2  - 21st International Conference for Students and Young Scientists: Modern Technique and Technologies, MTT 2015; National Research Tomsk Polytechnic UniversityTomsk; Russian Federation; 5 October 2015 through 9 October 2015
Y1  - 2015
U6  - http://dx.doi.org/10.1088/1757-899X/93/1/012080
N1  - IOP Conference Series: Materials Science and Engineering
Vol. 93, Issue 1
ER  - 
TY  - CHAP
A1  - Hellmanns, Mark
A1  - Böhm, Stefan
A1  - Dilger, Klaus
T1  - Progress of the manual application of adhesives
T2  - Proceedings of the 3rd World Congress on Adhesion and Related Phenomena : WCARP-III, October 15 -18, 2006, Beijing, China
Y1  - 2006
SP  - 275
EP  - 277
PB  - Beijing Adhesion Society of China
CY  - Beijing
ER  - 
TY  - CHAP
A1  - Dören, Horst-Peter
A1  - Molitor, M.
A1  - Ertl, Karl-Heinz
ED  - Lugscheider, Erich
T1  - Problematik der Härtemessung an pulverflammgespritzten Verschleißschutzschichten mit Hilfe mobiler, dynamischer Härteprüfverfahren
T2  - Thermische Spritzkonferenz : TS 96 ; Vorträge und Posterbeiträge. Essen 6. bis 8. März 1996. DVS-Berichte. Bd. 175
Y1  - 1996
SN  - 3-87155-480-4
SP  - 249
EP  - 254
PB  - DVS-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Kern, Alexander
A1  - Dikta, Gerhard
T1  - Probability of damage of electrical and electronic systems due to indirect lightning flashes - investigation of data from German insurance companies
N2  - In the presented paper data collected from the field related to damage statistics of electrical and electronic apparatus in household are reported and investigated. These damages (total number approx. 74000 cases), registered by five German insurance companies in 2005 and 2006, were adviced by customers as caused by lightning overvoltages. With the use of stochastical methods it is possible, to reasses the collected data and to distinguish between cases, which are with high probability caused by lightning overvoltages, and those, which are not. If there was an indication for a direct strike, this case was excluded, so the focus was only on indirect lightning flashes, i.e. only flashes to ground near the structure and flashes to or nearby an incoming service line were investigated. The data from the field contain the location of damaged apparatus (residence of the policy holder) and the distances of the nearest cloud-to-ground stroke to the location of the damage registered by the German lightning location network BLIDS at the date of damage. The statistical data along with some complementary numerical simulations allow to verify the correspondence of the Standards rules used for IEC 62305-2 with the field data and to define some correction needs. The results could lead to a better understanding whether a damage reported to an insurance company is really caused by indirect lightning, or not.
KW  - Blitzschutz
KW  - lightning flash
Y1  - 2009
ER  - 
TY  - CHAP
A1  - Kumaran, P.
A1  - Gopinathan, M.
A1  - Razali, N. M.
A1  - Kuperjans, Isabel
A1  - Hariffin, B.
A1  - Hamdan, H.
T1  - Preliminary evaluation of atomization characteristics of improved biodiesel for gas turbine application
T2  - IOP Conference Series: Earth and Environmental Science (EES)
Y1  - 2013
U6  - http://dx.doi.org/10.1088/1755-1315/16/1/012014
SN  - 1755-1315
VL  - 16
IS  - 1
SP  - 012014/1
EP  - 012014/4
PB  - Institute of Physics Publishing (IOP)
CY  - London [u.a.]
ER  - 
TY  - CHAP
A1  - Taddei, Francesca
A1  - Lozana, Lara
A1  - Michel, Philipp
A1  - Butenweg, Christoph
A1  - Klinkel, Sven
ED  - Papadrakakis, Manolis
ED  - Papadrakakis, M.
ED  - Papadopoulos, V.
ED  - Plevris, V.
T1  - Practical recommendations for the foundation design of onshore wind turbines including soil-structure interaction
T2  - 5th International Conference on Computational Methods in Structural , Hersonissos, Greece Dynamics and Earthquake Engineering, COMPDYN 2015, 25.05.2015-27.05.2015, Hersonissos, Greece.
Y1  - 2015
ER  - 
TY  - CHAP
A1  - Brüssermann, Klaus
T1  - Platform of Excellence in "Energy and Environment"
N2  - The Ministry of Science and Research in North Rhine-Westphalia created eight platforms of excellence, one in the research area „Energy and Environment“ in 2002 at ACUAS. This platform concentrates the research and development of 13 professors in Jülich and Aachen and of two scientific institutes with different topics: – NOWUM-Energy with emphasis on efficient and economic energy conversion – The Solar Institute Jülich – SIJ – being the largest research institute in the field of renewables at a University of Applied Sciences in Germany With this platform each possible energy conversion – nuclear, fossil, renewable- can be dealt with to help solving the two most important problems of mankind, energy and potable water. At the CSE are presented the historical development, some research results and the combined master studies in „Energy Systems“ and „Nuclear Applications“
KW  - Energietechnik
KW  - Kernenergie
KW  - Umwelt
KW  - Energy
KW  - environment
KW  - Energy Systems
KW  - Nuclear Applications
Y1  - 2005
ER  - 
TY  - CHAP
A1  - Dören, Horst-Peter
A1  - Kröschel, R.
ED  - Dilthey, Ulrich
T1  - Plasma-Spritzen
T2  - Schweisszusatzwerkstoffe : Fortschritte, Erfahrungen, Tendenzen. 2. Aachener Schweisstechnik-Kolloquium, 7. bis 8. März 1991
Y1  - 1991
SN  - 3-18-140802-6
SP  - 147
EP  - 167
PB  - VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Dören, Horst-Peter
A1  - Lohrmann, G. R.
A1  - Wernicke, K.
T1  - Plasma-Auftragschweißen mit Metallpulvern und Einsatzmöglichkeiten in der Kerntechnik
T2  - Schweissen in der Kerntechnik : Vorträge : internationales Kolloquium. 5 = Welding in nuclear engineering: international conference. 5 = Le soudage dans la technique nucleaire: colloque international. 5 : Nürnberg, 26.11.86-28.11.86. DVS-Berichte. Bd. 106
Y1  - 1986
SN  - 3-87155-411-1
SP  - 129
EP  - 133
PB  - Dt. Verl. für Schweißtechnik
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Kern, Alexander
A1  - Brocke, Ralph
T1  - Planung von Fangeinrichtungen mit dem dynamischen elektro-geometrischen Modell - Mögliche praktische Anwendungen
T1  - Design of air-terminations using the dynamic electro-geometrical model - Possible practical applications
T2  - 12. VDE/ABB-Blitzschutztagung : Beiträge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg
Y1  - 2017
SN  - 978-3-8007-4459-6
SP  - 75
EP  - 82
ER  - 
TY  - CHAP
A1  - Augenstein, Eckardt
A1  - Herbergs, S.
A1  - Kuperjans, Isabel
T1  - Planung und Bewertung der Gebäudeenergieversorgung mit TOP-Energy
T2  - Heizungs- und Raumlufttechnik : 1. Fachtagung Leonberg, 31. Januar bis 1. Februar 2006. - (VDI-Berichte ; Nr. 1921)
Y1  - 2006
SN  - 3-18-091921-3
N1  - Posterbeitrag
SP  - 57
EP  - 60
PB  - VDI-Verl.
CY  - Düsseldorf
ER  - 
TY  - CHAP
A1  - Marinković, Marko
A1  - Butenweg, Christoph
T1  - Out-of-plane behavior of decoupled masonry infills under seismic loading
T2  - 17th World Conference on Earthquake Engineering, Sendai, Japan, September 27 to October 2, 2021.
N2  - Masonry is used in many buildings not only for load-bearing walls, but also for non-load-bearing enclosure elements in the  form  of infill  walls. Many  studies confirmed  that infill  walls interact  with the  surrounding  reinforced concrete frame, thus changing dynamic characteristics of the structure. Consequently, masonry infills cannot be neglected in the design process. However, although the relevant standards contain requirements for infill walls, they do not describe how these  requirements  are  to  be  met  concretely.  This  leads  in  practice  to  the  fact  that  the  infill  walls  are neither dimensioned nor constructed correctly. The evidence of this fact is confirmed by the recent earthquakes, which have led to enormous damages, sometimes followed by the total collapse  of buildings and loss  of human  lives. Recently, the increasing  effort has  been dedicated  to the  approach  of decoupling  of masonry  infills from  the  frame  elements by introducing the gap in between. This helps in removing the interaction between infills and frame, but raises the question of out-of-plane stability of the panel. This paper presents the results of the experimental campaign showing the out-of-plane  behavior of  masonry  infills decoupled  with the  system  called INODIS  (Innovative decoupled  infill system), developed within the European project INSYSME (Innovative Systems for Earthquake Resistant Masonry Enclosures in Reinforced  Concrete  Buildings).  Full  scale  specimens  were  subjected  to  the  different  loading  conditions  and combinations  of in-plane  and  out-of-plane loading.  Out-of-plane capacity  of the  masonry  infills  with the  INODIS system is compared with traditionally constructed infills, showing that INODIS system provides reliable out-of-plane connection under various loading conditions. In contrast, traditional infills performed very poor in the case of combined and simultaneously applied in-plane and out-of-plane loading, experiencing brittle behavior under small in-plane drifts followed by high out-of-plane displacements. Decoupled infills with the INODIS system have  remained stable under out-of-plane loads, even after reaching high in-plane drifts and being damaged.
KW  - in-plane
KW  - out-of-plane
KW  - INODIS
KW  - earthquake
KW  - connection detail
Y1  - 2020
N1  - Die Konferenz war ursprünglich für den 13-18 September 2020 angesetzt.
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Thierauf, Georg
T1  - Optimum design of reinforced concrete structures
T2  - Advances in computational structural mechanics : this volume contains a selection of papers presented at The First International Conference on Engineering Computational Technology and The Fourth International Conference on Computational Structures Technology, held in Edinburgh from 18-21 August 1998 / edited by B. H. V. Topping
Y1  - 1998
SN  - 0-948749-57-1
SP  - 447
EP  - 458
PB  - Civil-Comp Press
CY  - Edinburgh
ER  - 
TY  - CHAP
A1  - Butenweg, Christoph
A1  - Thierauf, Georg
T1  - Optimum cost design of reinforced concrete structures using parallel computing
T2  - Advances in computational mechanics with parallel and distributed processing : research papers presented at The First Euro-Conference on Parallel and Distributed Computing for Computational Mechanics, held at Lochinver, Scotland, between 26 April and 1 May 1997 / ed. by B. H. V. Topping
Y1  - 1997
SN  - 0-948749-47-4
SP  - 197
EP  - 202
PB  - Saxe-Coburg Publication
CY  - Edinburgh
ER  - 
TY  - CHAP
A1  - Kern, Alexander
T1  - Optimierung des Blitzschutzes bei Biogasanlagen
T1  - Improvement of lightning protection for biogas plants
T2  - 12. VDE/ABB-Blitzschutztagung : Beiträge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg
Y1  - 2017
SN  - 978-3-8007-4459-6
SP  - 48
EP  - 56
ER  - 
TY  - CHAP
A1  - Sattler, Johannes, Christoph
A1  - Caminos, Ricardo Alexander Chico
A1  - Ürlings, Nicolas
A1  - Dutta, Siddharth
A1  - Ruiz, Victor
A1  - Kalogirou, Soteris
A1  - Ktistis, Panayiotis
A1  - Agathokleous, Rafaela
A1  - Jung, Christian
A1  - Alexopoulos, Spiros
A1  - Atti, Vikrama Nagababu
A1  - Teixeira Boura, Cristiano José
A1  - Herrmann, Ulf
T1  - Operational experience and behaviour of a parabolic trough collector system with concrete thermal energy storage for process steam generation in Cyprus
T2  - AIP Conference Proceedings
Y1  - 2020
U6  - http://dx.doi.org/10.1063/5.0029278
IS  - 2303
SP  - 140004-1
EP  - 140004-10
ER  - 
TY  - CHAP
A1  - Handschuh, Nils
A1  - Stollenwerk, Dominik
A1  - Borchert, Jörg
T1  - Operation of thermal storage power plants under high renewable grid penetration
T2  - NEIS 2021: Conference on Sustainable Energy Supply and Energy Storage Systems
N2  - The planned coal phase-out in Germany by 2038 will lead to the dismantling of power plants with a total capacity of approx. 30 GW. A possible further use of these assets is the conversion of the power plants to thermal storage power plants; the use of these power plants on the day-ahead market is considerably limited by their technical parameters. In this paper, the influence of the technical boundary conditions on the operating times of these storage facilities is presented. For this purpose, the storage power plants were described as an MILP problem and two price curves, one from 2015 with a relatively low renewable penetration (33 %) and one from 2020 with a high renewable energy penetration (51 %) are compared. The operating times were examined as a function of the technical parameters and the critical influencing factors were investigated. The thermal storage power plant operation duration and the energy shifted with the price curve of 2020
increases by more than 25 % compared to 2015.
KW  - storage optimisation
KW  - storage dispatch
KW  - thermal storage
Y1  - 2021
SN  - 978-3-8007-5651-3
N1  - NEIS 2021: Conference on Sustainable Energy Supply and Energy Storage Systems. 13-14 September 2021. Hamburg, Germany
SP  - 261
EP  - 265
PB  - VDE Verlag
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Duran Paredes, Ludwin
A1  - Mottaghy, Darius
A1  - Herrmann, Ulf
A1  - Groß, Rolf Fritz
T1  - Online ground temperature and soil moisture monitoring of a shallow geothermal system with non-conventional components
T2  - EGU General Assembly 2020
N2  - We present first results from a newly developed monitoring station for a closed loop geothermal heat pump test installation at our campus, consisting of helix coils and plate heat exchangers, as well as an ice-store system. There are more than 40 temperature sensors and several soil moisture content sensors distributed around the system, allowing a detailed monitoring under different operating conditions.In the view of the modern development of renewable energies along with the newly concepts known as Internet of Things and Industry 4.0 (high-tech strategy from the German government), we created a user-friendly web application, which will connect the things (sensors) with the open network (www). Besides other advantages, this allows a continuous remote monitoring of the data from the numerous sensors at an arbitrary sampling rate.Based on the recorded data, we will also present first results from numerical simulations, taking into account all relevant heat transport processes.The aim is to improve the understanding of these processes and their influence on the thermal behavior of shallow geothermal systems in the unsaturated zone. This will in turn facilitate the prediction of the performance of these systems and therefore yield an improvement in their dimensioning when designing a specific shallow geothermal installation.
Y1  - 2020
N1  - Online 4–8 May 2020 [Session ERE2.8] EGU2020-19052
ER  - 
TY  - CHAP
A1  - Reindl, Lukas
A1  - Butenweg, Christoph
A1  - Kubalski, Thomas
T1  - Numerical simulation of unreinforced masonry walls subject to dynamic out-of-plane loading
T2  - COMPDYN 2011 : ECCOMAS Thematic Conference ; Proceedings of the 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering ; 25-28 May, 2011, Corfu, Greece / Eds.: M. Papadrakakis ...
Y1  - 2011
SN  - 978-960-99994-0-3
SP  - 1
EP  - 10
PB  - National Technical Univ. of Athens
CY  - Athen
ER  - 
TY  - CHAP
A1  - Holler, S.
A1  - Butenweg, Christoph
A1  - Noh, S.-Y.
A1  - Meskouris, Konstantin
T1  - Numerical simulation of textile-reinforced concrete structures
T2  - Proceedings of the Sixth International Conference on Computational Structures Technology : [Prague, Czech Republic, 4 - 6 September 2002] / ed. by B. H. V. Topping and Z. Bittnar. (Civil-Comp Press books on computational engineering)
Y1  - 2002
SN  - 0-948749-83-0
SP  - 287
EP  - 288
PB  - Civil-Comp Press
CY  - Stirling
ER  - 
TY  - CHAP
A1  - Ziegler, M.
A1  - Schüller, R.
A1  - Mottaghy, Darius
T1  - Numerical simulation of energy consumption of artificial ground freezing applications subject to water seepage
T1  - Simulation numérique de la consummation d´énergie des applications pour la congélation artificielle du sol soumise au flux de l´eau souterraine
T2  - Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
Y1  - 2013
SP  - 2985
EP  - 2988
ER  - 
TY  - CHAP
A1  - Grunendahl, A.
A1  - de Rochefort, E.
A1  - Butenweg, Christoph
T1  - Numerical models for investigating the causes of low back pain due to whole-body vibrations
T2  - 2nd International Conference on Computational Bioengineering : Lisbon, September 14-16 2005. Volume 2.
Y1  - 2005
SN  - 978-972-8469-37-3
SP  - 905
EP  - 914
PB  - IST Press
CY  - Lisbon
ER  - 
TY  - CHAP
A1  - Kubalski, T.
A1  - Marinković, Marko
A1  - Butenweg, Christoph
ED  - Modena, Claudio
T1  - Numerical investigation of masonry infilled R.C. frames
T2  - Brick and Block Masonry. Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy, 26-30 June 2016
Y1  - 2016
SN  - 9781315374963
SP  - 1219
EP  - 1226
PB  - CRC Press
CY  - Leiden
ER  -