@article{FoersterSchaepersMuelleretal.1993, author = {F{\"o}rster, Arnold and Sch{\"a}pers, T. and M{\"u}ller, F. and Lengeler, B.}, title = {Reflection and transmission of ballistic electrons at a potential barrier / Sch{\"a}pers, T. ; M{\"u}ller, F. ; F{\"o}rster, A. ; Lengeler, B. ; L{\"u}th, H.}, series = {Superlattices and microstructures . 14 (1993), H. 1}, journal = {Superlattices and microstructures . 14 (1993), H. 1}, isbn = {0749-6036}, pages = {57}, year = {1993}, language = {en} } @inproceedings{MilkovaButenwegDumovaJovanoska2021, author = {Milkova, Kristina and Butenweg, Christoph and Dumova-Jovanoska, Elena}, title = {Region-sensitive comprehensive procedure for determination of seismic fragility curves}, series = {1st Croatian Conference on Earthquake Engineering 1CroCEE}, booktitle = {1st Croatian Conference on Earthquake Engineering 1CroCEE}, publisher = {University of Zagreb}, address = {Zagreb}, doi = {10.5592/CO/1CroCEE.2021.158}, pages = {121 -- 128}, year = {2021}, abstract = {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.}, language = {en} } @article{ThielemannStaudt1997, author = {Thielemann, Frank and Staudt, Erich}, title = {Reicht die Kompetenz zur Innovation? Staudt, E.; Thielemann, F.}, series = {OP DruckMagazin. 39 (1997), H. 10}, journal = {OP DruckMagazin. 39 (1997), H. 10}, isbn = {0030-0594}, pages = {30 -- 32}, year = {1997}, language = {de} } @inproceedings{StollenwerkKuvarakulKuperjans2013, author = {Stollenwerk, Dominik and Kuvarakul, T. and Kuperjans, Isabel}, title = {Renewable energy supply for power dominated, energy intense production processes - a systematic conversion approach for the anodizing process}, series = {IOP conference series: Earth and environmental science (EES)}, volume = {Vol. 16}, booktitle = {IOP conference series: Earth and environmental science (EES)}, number = {H. 1}, issn = {1755-1315}, pages = {012142/1 -- 012142/4}, year = {2013}, language = {en} } @inproceedings{HartungDilgerHellmannsetal.2009, author = {Hartung, I. and Dilger, Klaus and Hellmanns, Mark and B{\"o}hme, Stefan}, title = {Repair of non-weldable steel structures to extend the life cycle}, series = {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)}, booktitle = {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)}, publisher = {Springer}, address = {Berlin [u.a.]}, organization = {International Institute of Welding}, isbn = {978-981-08-3259-9}, pages = {569 -- 574}, year = {2009}, language = {en} } @article{HelsperMoelterHaller1990, author = {Helsper, Christoph and M{\"o}lter, W. and Haller, P.}, title = {Representative Dilution of Aerosols by a Factor of 10,000}, series = {Journal of Aerosol Science. 21 (1990), H. Suppl. 1}, journal = {Journal of Aerosol Science. 21 (1990), H. Suppl. 1}, isbn = {0021-8502}, pages = {637 -- 640}, year = {1990}, language = {en} } @incollection{CresserHaegerLeuchsetal.1982, author = {Cresser, J. D. and H{\"a}ger, J. and Leuchs, G. and Rateike, Franz-Matthias and Walther, H.}, title = {Resonance fluorescence of atoms in strong monochromatic laser fields}, series = {Dissipative systems in quantum optics. Ed. by Rodolfo Bonifacio. Topics in current physics. Vol. 27}, booktitle = {Dissipative systems in quantum optics. Ed. by Rodolfo Bonifacio. Topics in current physics. Vol. 27}, publisher = {Springer}, address = {Berlin}, isbn = {978-3-642-81719-9}, doi = {10.1007/978-3-642-81717-5_3}, pages = {21 -- 59}, year = {1982}, abstract = {The investigation of atomic resonance fluorescence has always been of special interest as a means for the determination of atomic parameters. In addition, information on the interaction mechanism between atoms and radiation can be obtained. In the standard fluorescence experiment the frequency distribution of the incident photons is larger than the natural width of the respective transition; as a consequence the correlation time in the photon-atom interaction is determined by the lifetime of the atoms in the excited state. With the development of lasers and especially of tunable dye lasers in recent years it became possible to study the case where the incident radiation has a spectral distribution which is narrower than the natural width. This corresponds to a correlation time of the incoming light wave which is much longer than the excited-state lifetime. In this chapter a survey of experiments on the resonance fluorescence of atoms in monochromatic laser fields will be given.}, language = {en} } @article{VitusevichFoersterLuethetal.2001, author = {Vitusevich, S. A. and F{\"o}rster, Arnold and L{\"u}th, H. and Belyaev, A. E. and Danylyuk, S. V. and Konakova, R. V. and Sheka, D. I.}, title = {Resonant spectroscopy of electric-field-induced superlattices}, series = {Journal of Applied Physics. 90 (2001), H. 6}, journal = {Journal of Applied Physics. 90 (2001), H. 6}, isbn = {1089-7550}, doi = {10.1063/1.1392956}, pages = {2857 -- 2861}, year = {2001}, language = {en} } @article{Foerster1994, author = {F{\"o}rster, Arnold}, title = {Resonant tunneling diodes : the effect of structural properties on their performance}, series = {Festk{\"o}rperprobleme = Advances in solid state physics. 33 (1994)}, journal = {Festk{\"o}rperprobleme = Advances in solid state physics. 33 (1994)}, isbn = {0065-3357}, pages = {37 -- 62}, year = {1994}, language = {en} } @article{Foerster2000, author = {F{\"o}rster, Arnold}, title = {Resonant tunneling diodes operating as modern quantum transport devices}, series = {Proceedings of the Tenth International Workshop on the Physics of Semiconductor Devices : (December 14 - 18, 1999) / ed.: Vikram Kumar ... - Vol. 2}, journal = {Proceedings of the Tenth International Workshop on the Physics of Semiconductor Devices : (December 14 - 18, 1999) / ed.: Vikram Kumar ... - Vol. 2}, publisher = {Allied Publ.}, address = {New Delhi [u.a.]}, isbn = {81-7023-998-2}, pages = {966 -- 966}, year = {2000}, language = {en} } @article{FoersterVitusevichBelyaevetal.2002, author = {F{\"o}rster, Arnold and Vitusevich, S. A. and Belyaev, A. E. and Sheka, D. I.}, title = {Resonant tunneling effect in a periodically modulated electrical field. Vitusevich, S.A.; Forster, A.; Belyaev, A.E.; Sheka, D.I.; Luth, H.; Klein, N.; Danylyuk, S.V.; Konakova, R.}, series = {Proceedings of the Tenth International Conference on Modulated Semiconductor Structures : held at the Johannes Kepler University, Linz, Austria, July 23 - 27, 2001 / MSS 10. Guest ed.: G{\"u}nther Bauer ...}, journal = {Proceedings of the Tenth International Conference on Modulated Semiconductor Structures : held at the Johannes Kepler University, Linz, Austria, July 23 - 27, 2001 / MSS 10. Guest ed.: G{\"u}nther Bauer ...}, publisher = {Elsevier}, address = {Amsterdam [u.a.]}, pages = {811 -- 813}, year = {2002}, language = {en} } @article{FoersterVitusevichBelyaevetal.1999, author = {F{\"o}rster, Arnold and Vitusevich, S. A. and Belyaev, A. E. and Indlekofer, K. M.}, title = {Resonant tunneling effect in delta p-n GaAs junction. Vitusevich, S. A.; F{\"o}rster, A.; Belyaev, A. E.; Indlekofer, K. M.; L{\"u}th, H.; Konakova, R. V.}, series = {Microelectronic Engineering. 46 (1999), H. 1-4}, journal = {Microelectronic Engineering. 46 (1999), H. 1-4}, isbn = {0167-9317}, pages = {169 -- 172}, year = {1999}, language = {en} } @article{FoersterWensorraIndlekoferetal.2005, author = {F{\"o}rster, Arnold and Wensorra, J. and Indlekofer, K. M. and L{\"u}th, H.}, title = {Resonant tunneling in nanocolumns improved by quantum collimation. Wensorra, J.; Indlekofer, K. M.; F{\"o}rster, A.; L{\"u}th, H.}, series = {Nano Letters. 5 (2005)}, journal = {Nano Letters. 5 (2005)}, isbn = {0587-4246}, pages = {2470 -- 2475}, year = {2005}, language = {en} } @article{HelsperFissan1981, author = {Helsper, Christoph and Fißan, H. J.}, title = {Response Characteristic of a Polytec HC-15 Optical Particle Counter}, series = {Aerosols in science, medicine and technology : Physical and chemical properties of aerosols : Association for Aerosol Research: annual conference. 1980 : Gesellschaft f{\"u}r Aerosolforschung: annual conference. 1980 : Aerosols in science, medicine and technology : Physical and chemical properties of aerosols : Associa-tion for Aerosol Research: annual conference. 1980 : Gesellschaft f{\"u}r Aerosolforschung: annual conference. 1980 : Schmallenberg, 22.10.80 - 24.10.80}, journal = {Aerosols in science, medicine and technology : Physical and chemical properties of aerosols : Association for Aerosol Research: annual conference. 1980 : Gesellschaft f{\"u}r Aerosolforschung: annual conference. 1980 : Aerosols in science, medicine and technology : Physical and chemical properties of aerosols : Associa-tion for Aerosol Research: annual conference. 1980 : Gesellschaft f{\"u}r Aerosolforschung: annual conference. 1980 : Schmallenberg, 22.10.80 - 24.10.80}, publisher = {Pergamon Pr.}, address = {Oxford}, pages = {287 -- 292}, year = {1981}, language = {en} } @article{HelsperBartzFissanetal.1985, author = {Helsper, Christoph and Bartz, H. and Fißan, H. J. and Kousaka, Y. (u.a.)}, title = {Response Characteristics for Four Condensation Nucleus Counters to Particles in the 3 to 50 nm Diameter Range / Bartz, H. ; Fißan, H. J. ; Helsper, C.; Kousaka, Y. ; Okuyama, K. ; Keady, R. Fruin, S. ; McMurry, P. H.; Pui, D. Y. H. ; Stolzenburg, M. R.}, series = {Journal of Aerosol Science. 16 (1985), H. 5}, journal = {Journal of Aerosol Science. 16 (1985), H. 5}, isbn = {0021-8502}, pages = {443 -- 456}, year = {1985}, language = {en} } @article{HoffschmidtKruegerHennecke2000, author = {Hoffschmidt, Bernhard and Kr{\"u}ger, D. and Hennecke, K.}, title = {Results from parabolic trough systems for process heat at the DLR Cologne / D. Kr{\"u}ger ; B. Hoffschmidt ; K. Hennecke ...}, series = {Solar thermal 2000 : proceedings of the 10th SolarPACES International Symposium on Solar Thermal Concentrating Technologies, Sydney, Australia, 8 - 10 March 2000 ; part of the}, journal = {Solar thermal 2000 : proceedings of the 10th SolarPACES International Symposium on Solar Thermal Concentrating Technologies, Sydney, Australia, 8 - 10 March 2000 ; part of the}, address = {Sydney}, pages = {113 -- 120}, year = {2000}, language = {en} } @article{SattlerRoegerSchwarzboezletal.2020, author = {Sattler, Johannes Christoph and R{\"o}ger, Marc and Schwarzb{\"o}zl, Peter and Buck, Reiner and Macke, Ansgar and Raeder, Christian and G{\"o}ttsche, Joachim}, title = {Review of heliostat calibration and tracking control methods}, series = {Solar Energy}, volume = {207}, journal = {Solar Energy}, publisher = {Elsevier}, address = {Amsterdam}, doi = {10.1016/j.solener.2020.06.030}, pages = {110 -- 132}, year = {2020}, abstract = {Large scale central receiver systems typically deploy between thousands to more than a hundred thousand heliostats. During solar operation, each heliostat is aligned individually in such a way that the overall surface normal bisects the angle between the sun's position and the aim point coordinate on the receiver. Due to various tracking error sources, achieving accurate alignment ≤1 mrad for all the heliostats with respect to the aim points on the receiver without a calibration system can be regarded as unrealistic. Therefore, a calibration system is necessary not only to improve the aiming accuracy for achieving desired flux distributions but also to reduce or eliminate spillage. An overview of current larger-scale central receiver systems (CRS), tracking error sources and the basic requirements of an ideal calibration system is presented. Leading up to the main topic, a description of general and specific terms on the topics heliostat calibration and tracking control clarifies the terminology used in this work. Various figures illustrate the signal flows along various typical components as well as the corresponding monitoring or measuring devices that indicate or measure along the signal (or effect) chain. The numerous calibration systems are described in detail and classified in groups. Two tables allow the juxtaposition of the calibration methods for a better comparison. In an assessment, the advantages and disadvantages of individual calibration methods are presented.}, language = {en} } @incollection{BorchertLintzel2012, author = {Borchert, J{\"o}rg and Lintzel, P.}, title = {Risiken des Handels}, series = {Energiehandel in Europa}, booktitle = {Energiehandel in Europa}, editor = {Zenke, Ines}, edition = {3. Aufl.}, publisher = {Beck}, address = {M{\"u}nchen}, isbn = {978-3-9813142-9-8}, pages = {303 -- 312}, year = {2012}, language = {de} } @incollection{LintzelBorchert2009, author = {Lintzel, P. and Borchert, J{\"o}rg}, title = {Risiken des Handels}, series = {Energiehandel in Europa}, booktitle = {Energiehandel in Europa}, editor = {Zenke, Ines}, edition = {2. Aufl.}, publisher = {Beck}, address = {M{\"u}nchen}, isbn = {978-3-406-58373-5}, pages = {239 -- 247}, year = {2009}, language = {de} } @incollection{BorchertSchemmLintzel2005, author = {Borchert, J{\"o}rg and Schemm, R. and Lintzel, P.}, title = {Risiken des Handelsgesch{\"a}ftes}, series = {Energiehandel in Europa}, booktitle = {Energiehandel in Europa}, editor = {Zenke, Ines}, publisher = {Beck}, address = {M{\"u}nchen}, isbn = {3-406-52443-5}, pages = {218 -- 235}, year = {2005}, language = {de} } @article{ThielemannLuedtke2000, author = {Thielemann, Frank and L{\"u}dtke, C.}, title = {Risikomanagement - Aufbau eines Fr{\"u}hwarnsystems}, series = {Wirtschafts-Nachrichten. 45 (2000), H. 12}, journal = {Wirtschafts-Nachrichten. 45 (2000), H. 12}, isbn = {1436-5588}, pages = {14 -- ff}, year = {2000}, language = {de} } @inproceedings{Kern2002, author = {Kern, Alexander}, title = {Risikomanagement : Absch{\"a}tzung des Schadensrisikos f{\"u}r bauliche Anlagen - Die neue Vornorm DIN V VDE V 0185 Teil 2 : 2002}, year = {2002}, abstract = {Alle Unternehmen sind vielf{\"a}ltigen Risiken ausgesetzt, die Finanz- und Betriebsbereiche einschließlich Dienstleistungen betreffen k{\"o}nnen. Die Firmen m{\"u}ssen {\"u}blicherweise Risiken eingehen, um im Wettbewerb bestehen zu k{\"o}nnen. Entscheidend ist, dass man sich {\"u}ber die Risiken bewusst ist, diese einsch{\"a}tzen und kontrollieren kann. Falsche Einsch{\"a}tzungen, Vers{\"a}umnisse und Fehlentscheidungen k{\"o}nnen empfindliche finanzielle Sch{\"a}den bis hin zum Totalverlust nach sich ziehen. Ein effektives Risikomanagement ist heute als wichtiger Sicherheitsfaktor anzusehen und sollte zur strategischen Unternehmensf{\"u}hrung geh{\"o}ren. Ein vorausschauendes Risikomanagement beinhaltet, Risiken f{\"u}r das Unternehmen zu kalkulieren. Es liefert Entscheidungsgrundlagen, um diese Risiken zu begrenzen und es macht transparent, welche Risiken sinnvollerweise {\"u}ber Versicherungen abgedeckt werden sollten. Beim Versicherungsmanagement ist jedoch zu bedenken, dass zur Erreichung bestimmter Ziele Versicherungen nicht geeignet sind (z.B. Erhaltung der Lieferf{\"a}higkeit). Eintrittswahrscheinlichkeiten bestimmter Risiken lassen sich durch Versicherungen nicht ver{\"a}ndern. 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 Ber{\"u}cksichtigung finden. Dabei ist zu beachten, dass der Schaden aufgrund der Nicht-Verf{\"u}gbarkeit 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 {\"u}bersteigt. Im Blitzschutz gewinnt innovatives Denken in Schadensrisiken langsam an Bedeutung. Risikoanalysen haben die Objektivierung und Quantifizierung der Gef{\"a}hrdung von baulichen Anlagen und ihrer Inhalte durch direkte und indirekte Blitzeinschl{\"a}ge 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 gew{\"a}hrleistet, dass ein f{\"u}r alle Beteiligten nachvollziehbares Blitzschutz-Konzept erstellt werden kann, das technisch und wirtschaftlich optimiert ist, d.h. bei m{\"o}glichst geringem Aufwand den notwendigen Schutz gew{\"a}hrleisten kann. Die sich aus der Risikoanalyse ergebenden Schutzmaßnahmen sind dann in den weiteren Normenteilen der neuen Reihe VDE V 0185 detailliert beschrieben.}, language = {de} } @article{Kern2003, author = {Kern, Alexander}, title = {Risikomanagement f{\"u}r den Blitzschutz - Absch{\"a}tzung des Blitzschadensrisikos nach der neuen Vornorm VDE V 0185 Teil 2 : 2002}, year = {2003}, abstract = {Ein vorausschauendes Risikomanagement beinhaltet, Risiken zu kalkulieren. Es liefert Entscheidungsgrundlagen, um diese Risiken zu begrenzen und es macht transparent,welche Risiken sinnvoll {\"u}ber Versicherungen abgedeckt werden sollten. Bei Unternehmen, die mit umfangreichen elektronischenEinrichtungen produzieren oder Dienstleistungen erbringen (und das sind heutzutage wohl die meisten), muss auch das Risiko durch Blitzeinwirkungen besondere Ber{\"u}cksichtigung finden. Dabei ist zu beachten, dass der Schaden aufgrund der Nichtverf{\"u}gbarkeit der elektronischen Einrichtungen und damit derProduktion bzw. der Dienstleistung und ggf. der Verlust von Daten den Hardwareschaden an der betroffenen Anlage oft bei weitem {\"u}bersteigt.}, language = {de} } @incollection{Borchert2008, author = {Borchert, J{\"o}rg}, title = {Risikomanagement in der Energiewirtschaft : Eine Risikoanalyse der elektrizit{\"a}tswirtschaftlichen Wertsch{\"o}pfungskette}, series = {Rechtliche Grundlagen des Risikomanagements : Haftungs- und Strafvermeidung f{\"u}r Corporate Complience}, booktitle = {Rechtliche Grundlagen des Risikomanagements : Haftungs- und Strafvermeidung f{\"u}r Corporate Complience}, editor = {Romeike, Frank}, publisher = {Erich Schmidt}, address = {Berlin}, isbn = {978-350-310647-9}, pages = {231 -- 270}, year = {2008}, language = {de} } @inproceedings{Kern2003, author = {Kern, Alexander}, title = {Risikomanagement nach DIN V 0185-2 VDE V 0185 Teil 2: 2002-11 - Einige Beispiele und erste Erfahrungen}, year = {2003}, abstract = {Die neue Vornorm VDE V 0185 Teil 2 „Risikomanagement: Absch{\"a}tzung des Schadensrisikos f{\"u}r bauliche Anlagen" [1] ist seit November 2002 g{\"u}ltig. Sie erm{\"o}glicht nicht nur die Ermittlung der Schutzklasse eines Blitzschutzsystems, sondern auch die Untersuchung zur Notwendigkeit anderer Schutzmaßnahmen gegen Blitzeinwirkungen ({\"U}berspannungsschutzger{\"a}te in Unterverteilern und/oder an Endger{\"a}ten, Schirmung des Geb{\"a}udes und/oder interner R{\"a}ume, Potentialsteuerung, Brandmelde- und Feuerl{\"o}scheinrichtungen, etc.) nach objektiven Kriterien und damit in einer f{\"u}r alle Beteiligten grunds{\"a}tzlich nachvollziehbaren Art und Weise. Dass eine solche Analyse rel. komplex sein muss und der intensiven Besch{\"a}ftigung bedarf, ist deshalb nicht verwunderlich. Die Komplexit{\"a}t des Verfahrens sollte allerdings nicht dazu f{\"u}hren, 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 zust{\"a}ndigen Normenkomitees DKE K251 erforderlich erschienen. In Deutschland konnten und k{\"o}nnen nun erste breite Erfahrungen in der Anwendung dieser Risikoanalyse gesammelt werden; in anderen L{\"a}ndern ist dies noch nicht m{\"o}glich. Diese Erfahrungen k{\"o}nnen 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 L{\"o}sungsvorschl{\"a}ge 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 L{\"o}sungsvorschl{\"a}ge werden begr{\"u}ndet, sind allerdings weitestgehend subjektive Meinung des Autors. F{\"u}r {\"u}bliche bauliche Anlagen ist die Anwendung der Vornorm rel. einfach m{\"o}glich. Auch f{\"u}r spezielle F{\"a}lle k{\"o}nnen die darin festgelegten Verfahren herangezogen werden; allerdings sind dann einige weiterf{\"u}hrende {\"U}berlegungen notwendig, die der Planer von Blitzschutzsystemen durchf{\"u}hren muss. Anhand zweier Beispiele soll die Anwendung der VDE V 0185 Teil 2 auf solche speziellen F{\"a}lle dargestellt werden.}, language = {de} } @inproceedings{NabeBorchert1999, author = {Nabe, C. and Borchert, J{\"o}rg}, title = {Risikomanagement von EVU in liberalisierten Stromm{\"a}rkten}, series = {Liberalisierung des Energiemarktes : Vortragsmanuskripte des 5. Ferienkurses "Energieforschung" vom 27. September - 1. Oktober 1999 im Congrescentrum Rolduc und im Forschungszentrum J{\"u}lich}, booktitle = {Liberalisierung des Energiemarktes : Vortragsmanuskripte des 5. Ferienkurses "Energieforschung" vom 27. September - 1. Oktober 1999 im Congrescentrum Rolduc und im Forschungszentrum J{\"u}lich}, editor = {Hake, J{\"u}rgen-Friedrich}, publisher = {Forschungszentrum}, address = {J{\"u}lich}, isbn = {3-89336-248-7}, pages = {203 -- 216}, year = {1999}, language = {de} } @inproceedings{KernBraun2014, author = {Kern, Alexander and Braun, Christian}, title = {Risk management according to IEC 62305-2 edition 2: 2010-12 assessment of structures with a risk of explosion}, series = {2014 International Conference on Lightning Protection (ICLP), Shanghai, China}, booktitle = {2014 International Conference on Lightning Protection (ICLP), Shanghai, China}, organization = {International Conference on Lightning Protection <2014, Shanghai>}, pages = {1237 -- 1242}, year = {2014}, abstract = {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.}, language = {en} } @book{GuempelBlumhoferDoerenetal.2016, author = {G{\"u}mpel, Paul and Blumhofer, Gunter and D{\"o}ren, Horst-Peter and Gebel, Wolfgang and Heimann, Winfried and Morach, Rudolf and Schmitz, Karl W.}, title = {Rostfreie St{\"a}hle : Grundwissen, Konstruktions- und Verarbeitungshinweise}, edition = {5., durchgesehene Aufl.}, publisher = {Expertverlag}, address = {Renningen}, isbn = {978-3-8169-3148-5}, pages = {248 S.}, year = {2016}, language = {de} } @book{GuempelArltDoerenetal.2001, author = {G{\"u}mpel, Paul and Arlt, Norbert and D{\"o}ren, Horst-Peter and Heimann, Winfried and Kiesheyer, Heinrich and Schmitz, Karl W. and Uhlig, Georg}, title = {Rostfreie St{\"a}hle : Grundwissen, Konstruktions- und Verarbeitungshinweise. 3. Aufl. Kontakt \& Studium. Bd. 493}, publisher = {expert Verl.}, address = {Renningen}, isbn = {3-8169-1735-6}, pages = {264 S. : Ill., graph. Darst.}, year = {2001}, language = {de} } @book{GuempelArltDoerenetal.2000, author = {G{\"u}mpel, Paul and Arlt, Norbert and D{\"o}ren, Horst-Peter and Heimann, Winfried and Kiesheyer, H. and Schmitz, Karl W. and Uhlig, Georg}, title = {Rostfreie St{\"a}hle. Grundwissen, Konstruktions- und Verarbeitungsweise = Stainless steels. 2., aktualis. Aufl. Kontakt \& Studium. Bd. 493}, publisher = {Expert-Verl.}, address = {Renningen}, isbn = {3-8169-1735-6}, pages = {264 S.: Ill., graph. Darst.}, year = {2000}, language = {de} } @book{GuempelDoerenGebeletal.2008, author = {G{\"u}mpel, Paul and D{\"o}ren, Horst-Peter and Gebel, Wolfgang and Heimann, Winfried and Morath, Rudolf and Schmitz, Karl W. and Uhlig, Georg}, title = {Rostfreie St{\"a}hle. Grundwissen, Konstruktions- und Verarbeitungsweise = Stainless steels. 4., v{\"o}llig neu bearb. Aufl. Kontakt \& Studium ; Bd. 493}, publisher = {Expert-Verl.}, address = {Renningen}, isbn = {978-3-8169-2689-4}, pages = {244 S.: Ill., graph. Darst.}, year = {2008}, language = {de} } @book{GuempelArltDoerenetal.1996, author = {G{\"u}mpel, Paul and Arlt, Norbert and D{\"o}ren, Horst-Peter and Heimann, Winfried and Kiesheyer, H. and Schmitz, Karl W. and Uhlig, Georg}, title = {Rostfreie St{\"a}hle. Grundwissen, Konstruktions- und Verarbeitungsweise = Stainless steels. Kontakt \& Studium. Bd. 493}, publisher = {Expert-Verl.}, address = {Renningen}, isbn = {3-8169-1080-7}, pages = {265 S.: Ill., graph. Darst.}, year = {1996}, language = {de} } @misc{ErkKlefischStellbergetal.2006, author = {Erk, Daniel and Klefisch, Andrea and Stellberg, Michael and Zimmer, Dirk}, title = {R{\"u}ckenlehne f{\"u}r einen Fahrzeugsitz}, year = {2006}, language = {de} } @inproceedings{ElDeibChudobaButenwegetal.2002, author = {El-Deib, Khaled and Chudoba, Rostislav and Butenweg, Christoph and Meskouris, Konstantin and K{\"o}nke, Carsten and Bettzieche, Volker}, title = {Safety assessment of rockfill and masonry dams}, series = {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}, booktitle = {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}, publisher = {Balkema}, address = {Lisse}, organization = {International Conference on Structural Dynamics <5, 2002, M{\"u}nchen>}, isbn = {90-5809-510-X}, pages = {237 -- 242}, year = {2002}, language = {en} } @incollection{KollerStellberg1991, author = {Koller, R. and Stellberg, Michael}, title = {Schnappverbindungen}, series = {Handbuch der Verbindungstechnik / hrsg. von Carl-Otto Bauer}, booktitle = {Handbuch der Verbindungstechnik / hrsg. von Carl-Otto Bauer}, publisher = {Hanser}, address = {M{\"u}nchen}, isbn = {3-446-14609-1}, pages = {294 -- 324}, year = {1991}, language = {de} } @incollection{Doeren2008, author = {D{\"o}ren, Horst-Peter}, title = {Schweißtechnische Verarbeitung nichtrostender St{\"a}hle}, series = {Rostfreie St{\"a}hle. Grundwissen, Konstruktions- und Verarbeitungshinweise}, booktitle = {Rostfreie St{\"a}hle. Grundwissen, Konstruktions- und Verarbeitungshinweise}, editor = {G{\"u}mpel, Paul}, publisher = {Expert Verlag}, address = {Renningen}, isbn = {978-3-8169-2689-4}, pages = {140 -- 174}, year = {2008}, language = {de} } @inproceedings{MeskourisHoltschoppenButenwegetal.2011, author = {Meskouris, Konstantin and Holtschoppen, Britta and Butenweg, Christoph and Rosin, Julia}, title = {Seismic analysis of liquid storage tanks}, series = {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. Gr{\"u}tzner ; R. P{\´e}rez-Lopez ; T. Fern{\´a}ndez Steeger ; I. Papanikolaou ; K. Reicherter ; P. G. Silva ; A. V{\"o}tt. Volume 2}, booktitle = {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. Gr{\"u}tzner ; R. P{\´e}rez-Lopez ; T. Fern{\´a}ndez Steeger ; I. Papanikolaou ; K. Reicherter ; P. G. Silva ; A. V{\"o}tt. Volume 2}, publisher = {The Natural hazards Laboratory, National and Kapodistrian University of Athens}, address = {Athens}, organization = {International Workshop on Active Tectonics, Earthquake Geology, Archaeology and Engineering <2, 2011, Corinth>}, isbn = {978-960-466-093-3}, pages = {136 -- 139}, year = {2011}, language = {en} } @inproceedings{MeskourisButenwegMistleretal.2004, author = {Meskouris, Konstantin and Butenweg, Christoph and Mistler, Michael and Kuhlmann, Wolfram}, title = {Seismic behaviour of historic masonry buildings}, series = {7th National Congress on Mechanics : Chania, Crete, June 24 - 26, 2004 ; proceedings / ed. A. Kounadis ....}, booktitle = {7th National Congress on Mechanics : Chania, Crete, June 24 - 26, 2004 ; proceedings / ed. A. Kounadis ....}, publisher = {Hellenic Society for Theoretical and Applied Mechanics}, address = {Chania}, organization = {National Congress on Mechanics <7, 2004, Chania, Crete>}, pages = {47 -- 49}, year = {2004}, language = {en} } @inproceedings{MarinkovicButenweg2020, author = {Marinkovic, Marko and Butenweg, Christoph}, title = {Seismic behaviour of RC frames with uncoupled masonry infills having two storeys or two bays}, series = {Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick/Block Masonry Conference}, booktitle = {Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick/Block Masonry Conference}, publisher = {CRC Press}, address = {London}, doi = {10.1201/9781003098508-72}, pages = {1 -- 7}, year = {2020}, abstract = {Reinforced concrete (RC) structures with masonry infills are widely used for several types of buildings all over the world. However, it is well known that traditional masonry infills constructed with rigid contact to the surrounding RC frame performed rather poor in past earthquakes. Masonry infills showed severe in-plane damages and failed in many cases under out-of-plane seismic loading. As the undesired interactions between frames and infills changes the load transfer on building level, complete collapses of buildings were observed. A possible solution is uncoupling of masonry infills to the frame to reduce the infill contribution activated by the frame deformation under horizontal loading. The paper presents numerical simulations on RC frames equipped with the innovative decoupling system INODIS. The system was developed within the European project INSYSME and allows an effective uncoupling of frame and infill. The simulations are carried out with a micro-modelling approach, which is able to predict the complex nonlinear behaviour resulting from the different materials and their interaction. Each brick is modelled individually and connected taking into account nonlinearity of a brick mortar interface. The calibration of the model is based on small specimen tests and experimental results for one bay one storey frame are used for the validation. The validated model is further used for parametric studies on two storey and two bay infilled frames. The response and change of the structural stiffness are analysed and compared to the traditionally infilled frame. The results confirm the effectiveness of the INODIS system with less damage and relatively low contribution of the infill at high drift levels. In contrast to the uncoupled system configurations, traditionally infilled frames experienced brittle failure at rather low drift levels.}, language = {en} } @inproceedings{Butenweg2022, author = {Butenweg, Christoph}, title = {Seismic design and evaluation of industrial facilities}, series = {The Third European Conference on Earthquake Engineering and Seismology}, booktitle = {The Third European Conference on Earthquake Engineering and Seismology}, editor = {Vacareanu, Radu and Ionescu, Constantin}, publisher = {Springer}, address = {Cham}, isbn = {978-3-031-15103-3}, issn = {2524-342X}, doi = {10.1007/978-3-031-15104-0}, pages = {449 -- 464}, year = {2022}, abstract = {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.}, language = {en} } @inproceedings{RosinKubalskiButenweg2014, author = {Rosin, Julia and Kubalski, Thomas and Butenweg, Christoph}, title = {Seismic Design of cylindrical liquid storage tanks}, series = {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.}, booktitle = {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.}, publisher = {Springer Vieweg}, address = {Wiesbaden}, organization = {International Conference on Seismic Design of Industrial Facilities <2013, Aachen>}, isbn = {978-3-658-02810-7 (E-Book) ; 978-3-658-02809-1 (Print)}, doi = {10.1007/978-3-658-02810-7_36}, pages = {429 -- 440}, year = {2014}, language = {en} } @book{KlinkelButenwegLinetal.2014, author = {Klinkel, Sven and Butenweg, Christoph and Lin, Gao and Holtschoppen, Britta}, title = {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}, publisher = {Springer Vieweg}, address = {Wiesbaden}, organization = {International Conference on Seismic Design of Industrial Facilities }, isbn = {978-3-658-02809-1 (Print) ; 978-365-80281-0-7 (E-Book)}, doi = {10.1007/978-3-658-02810-7}, pages = {XIII, 450 S.}, year = {2014}, language = {en} } @inproceedings{ButenwegHoltschoppen2014, author = {Butenweg, Christoph and Holtschoppen, Britta}, title = {Seismic design of industrial facilities in Germany}, series = {Seismic Design of Industrial Facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) : Aachen, 26. - 27.9.2013}, booktitle = {Seismic Design of Industrial Facilities : proceedings of the International Conference on Seismic Design of Industrial Facilities (SeDIF-Conference) : Aachen, 26. - 27.9.2013}, publisher = {Springer Vieweg}, address = {Wiesbaden}, isbn = {978-3-658-02809-1 ; 3-658-02809-2 (Print) ; 978-3-658-02810-7 (E-Book)}, doi = {10.1007/978-3-658-02810-7_6}, pages = {63 -- 74}, year = {2014}, language = {de} } @inproceedings{ReindlParkNordaetal.2010, author = {Reindl, Lukas and Park, Jin and Norda, Hannah and Butenweg, Christoph}, title = {Seismic design of masonry walls subject to out-of-plane bending}, series = {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 ...}, booktitle = {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 ...}, publisher = {Civil-Comp Press}, address = {Kippen}, organization = {International Conference on Computational Structures Technology <10, 2010, Valencia>}, isbn = {978-1-905088-36-2}, doi = {10.4203/ccp.93.348}, pages = {Paper 348}, year = {2010}, language = {en} } @article{HoltschoppenButenwegMeskouris2009, author = {Holtschoppen, Britta and Butenweg, Christoph and Meskouris, Konstantin}, title = {Seismic design of non-structural components in industrial facilities}, series = {International journal of engineering under uncertainty}, volume = {Volume 1}, journal = {International journal of engineering under uncertainty}, issn = {0975-4806}, pages = {1 -- 13}, year = {2009}, language = {en} } @incollection{ButenwegHoltschoppen2019, author = {Butenweg, Christoph and Holtschoppen, Britta}, title = {Seismic design of structures and components in industrial units}, series = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, booktitle = {Structural Dynamics with Applications in Earthquake and Wind Engineering}, publisher = {Springer}, address = {Berlin}, isbn = {978-3-662-57550-5}, doi = {10.1007/978-3-662-57550-5_5}, pages = {359 -- 481}, year = {2019}, abstract = {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.}, language = {en} } @inproceedings{WagnerNohButenwegetal.2002, author = {Wagner, R. and Noh, S.-Y. and Butenweg, Christoph and Meskouris, Konstantin}, title = {Seismic excited granular material silos}, series = {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 ...}, booktitle = {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 ...}, publisher = {Balkema}, address = {Lisse}, organization = {European Conference on Structural Dynamics, EURODYN <5, 2002, M{\"u}nchen>}, isbn = {90-5809-511-8}, pages = {253 -- 258}, year = {2002}, language = {en} } @inproceedings{RajanHoltschoppenDalgueretal.2016, author = {Rajan, Sreelakshmy and Holtschoppen, B. and Dalguer, L. A. and Klinkel, S. and Butenweg, Christoph}, title = {Seismic fragility analysis of a non-conventional reinforced concrete structure considering different uncertainties}, series = {Proceedings of ISMA2016, International Conference on Noise and Vibration Engineering/USD2016, International Conference on Uncertainty in Structural Dynamics, / ISMA 2016, USD 2016}, booktitle = {Proceedings of ISMA2016, International Conference on Noise and Vibration Engineering/USD2016, International Conference on Uncertainty in Structural Dynamics, / ISMA 2016, USD 2016}, editor = {Sas, P.}, publisher = {KU Leuven}, address = {Leuven}, pages = {4213 -- 4225}, year = {2016}, language = {en} } @techreport{ButenwegKaiser2014, author = {Butenweg, Christoph and Kaiser, Diethelm}, title = {Seismic hazard harmonisation in Europe (SHARE) : DGEB-Workshop in Frankfurt a.M., Germany, 27. May 2014 / Christoph Butenweg, Diethelm Kaiser (editors)}, publisher = {DGEB}, address = {Aachen}, organization = {Deutsche Gesellschaft f{\"u}r Erdbeben-Ingenieurwesen und Baudynamik}, isbn = {3-930108-12-7}, pages = {V, 117 S.}, year = {2014}, language = {en} } @inproceedings{SchmittRosinButenweg2018, author = {Schmitt, Timo and Rosin, Julia and Butenweg, Christoph}, title = {Seismic Impact And Design Of Buried Pipelines}, series = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018}, booktitle = {16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018}, pages = {1 -- 12}, year = {2018}, abstract = {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.}, language = {en} }