@inproceedings{BehrensFrentzelKern2009,
  author    = {Behrens, J{\"o}rg and Frentzel, Ralf and Kern, Alexander},
  title     = {Simulation der transienten Spannungsverl{\"a}ufe im Eigenbedarfsnetz eines Großkraftwerks bei einem kraftwerksnahen Blitzeinschlag in die Hochspannungs-Freileitung},
  isbn      = {978-3-8007-3197-8},
  year      = {2009},
  abstract  = {8. VDE/ABB-Blitzschutztagung, 29. - 30. Oktober 2009 in Neu-Ulm. Blitzschutztagung <8, 2009, Neu-Ulm> Berlin : VDE Verl. 2009 Großkraftwerke k{\"o}nnen durch Blitzentladungen mit potentiellen Auswirkungen auf deren Verf{\"u}gbarkeit und Sicherheit gef{\"a}hrdet werden. Ein sehr spezielles Szenario, welches aus aktuellem Anlass zu untersuchen war, betrifft den kraftwerksnahen Blitzeinschlag in die Hochspannungs-Freileitung am Netzanschluss der Anlage. Wird nun noch ein sogenannter Schirmfehler unterstellt, d.h. der direkte Blitzeinschlag erfolgt in ein Leiterseil des Hoch- bzw. H{\"o}chstspannungsnetzes und nicht in das dar{\"u}ber gespannte Erdseil, so bedeutet dies eine extreme elektromagnetische Einwirkung. Der vorliegende Beitrag befasst sich mit der Simulation eines solchen Blitzeinschlages und dessen Auswirkungen auf den Netzanschluss und die Komponenten der elektrischen Eigenbedarfsanlagen eines Kraftwerks auf den unterlagerten Spannungsebenen. Die dabei gewonnenen Erkenntnisse lassen sich ohne Einschr{\"a}nkungen auf Industrieanlagen mit Mittelspannungs-Netzanschluss und ohne eigener Stromversorgung {\"u}bertragen.},
  subject      = {Blitzschutz},
  language  = {de}
}
@inproceedings{MichelZilligenRosinetal.2015,
  author    = {Michel, P. and Zilligen, H. and Rosin, J. and Butenweg, Christoph},
  title     = {Seismisches Verhalten pfahlgegr{\"u}ndeter Tankbauwerke},
  series = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  booktitle = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  publisher = {SGEB},
  address   = {Z{\"u}rich},
  organization    = {D-A-C-H Tagung <14, 2015, Z{\"u}rich>},
  isbn      = {978-3-03732-060-0},
  pages     = {181 -- 188},
  year      = {2015},
  language  = {de}
}
@inproceedings{ButenwegSadeghAzarMeskouris2004,
  author    = {Butenweg, Christoph and Sadegh-Azar, H. and Meskouris, Konstantin},
  title     = {Seismische Vulnerabilit{\"a}t von bestehenden Bauwerken},
  series = {5. Forum und Gefahrentag : auf der Suche nach dem Risiko : ein aktuelles Symposium zu Fragen der Risikowahrnehmung und Katastrophenvorsorge in Deutschland, ZDF Mainz Lerchenberg, 13. - 14. Oktober, 2004},
  booktitle = {5. Forum und Gefahrentag : auf der Suche nach dem Risiko : ein aktuelles Symposium zu Fragen der Risikowahrnehmung und Katastrophenvorsorge in Deutschland, ZDF Mainz Lerchenberg, 13. - 14. Oktober, 2004},
  pages     = {1},
  year      = {2004},
  language  = {de}
}
@inproceedings{SchmittButenweg2015,
  author    = {Schmitt, T. and Butenweg, Christoph},
  title     = {Seismische Einwirkungen auf erdverlegte Rohrleitungssysteme - Parameterstudie},
  series = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  booktitle = {Erdbeben und bestehende Bauten : 14. D-A-C-H Tagung 20.08. - 21.08.2015, ETH Z{\"u}rich. (Dokumentation / SIA ; D 0255)},
  publisher = {SGEB},
  address   = {Z{\"u}rich},
  organization    = {D-A-C-H Tagung <14, 2015, Z{\"u}rich>},
  isbn      = {978-3-03732-060-0},
  pages     = {199 -- 206},
  year      = {2015},
  language  = {de}
}
@inproceedings{RenaultButenwegMistler2005,
  author    = {Renault, Philippe and Butenweg, Christoph and Mistler, Michael},
  title     = {Seismic vulnerability assessment system for bridges},
  series = {Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing : [Rome, Italy, 30. August - 2. September 2005] / ed. by B. H. V. Topping},
  booktitle = {Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing : [Rome, Italy, 30. August - 2. September 2005] / ed. by B. H. V. Topping},
  publisher = {Civil-Comp Press},
  address   = {Stirling},
  organization    = {International Conference on Civil, Structural and Environmental Engineering Computing <10, 2005, Rome>},
  isbn      = {1-905088-00-0},
  pages     = {1 -- 14},
  year      = {2005},
  language  = {en}
}
@inproceedings{KuhlmannButenwegLopezetal.2004,
  author    = {Kuhlmann, Wolfram and Butenweg, Christoph and Lopez, Marijen and Fernandez, Sebastian},
  title     = {Seismic vulnerability assessment of the historic Aachen Cathedral},
  series = {Conference proceedings / 13th World Conference on Earthquake Engineering [Vancouver, British Columbia, Canada, August 1 - 6, 2004] / [hosted by CAEE/ACGP, Canadian Association for Earthquake Engineering]},
  booktitle = {Conference proceedings / 13th World Conference on Earthquake Engineering [Vancouver, British Columbia, Canada, August 1 - 6, 2004] / [hosted by CAEE/ACGP, Canadian Association for Earthquake Engineering]},
  publisher = {CAEE},
  address   = {Vancouver},
  organization    = {World Conference on Earthquake Engineering <13, 2004, Vancouver>},
  pages     = {1 -- 14},
  year      = {2004},
  language  = {en}
}
@inproceedings{ButenwegKuhlmannLopezetal.2003,
  author    = {Butenweg, Christoph and Kuhlmann, Winfried and Lopez, M. and Fernandez, S.},
  title     = {Seismic vulnerability assessment of the Aachen Cathedral based on measurements and numerical simulations},
  series = {International Conference on Earthquake Engineering to mark 40 years from Catastrophic 1963 Skopje Earthquake, Skopje 2003},
  booktitle = {International Conference on Earthquake Engineering to mark 40 years from Catastrophic 1963 Skopje Earthquake, Skopje 2003},
  organization    = {International conference in earthquake engineering to mark 40 years from catastrophic 1963 Skopje earthquake <2003, Skopje>},
  pages     = {1 -- 8},
  year      = {2003},
  language  = {en}
}
@inproceedings{RenaultButenweg2005,
  author    = {Renault, Philippe and Butenweg, Christoph},
  title     = {Seismic vulnerability assessment of bridges},
  series = {First Munich Bridge Assessment Conference, MBAC 2005 : Munich, 20.-25. June 2005},
  booktitle = {First Munich Bridge Assessment Conference, MBAC 2005 : Munich, 20.-25. June 2005},
  organization    = {Munich Bridge Assessment Conference <1, 2005>},
  pages     = {1 -- 16},
  year      = {2005},
  language  = {en}
}
@inproceedings{ChurilovDumovaJovanoskaButenweg2013,
  author    = {Churilov, Sergej and Dumova-Jovanoska, Elena and Butenweg, Christoph},
  title     = {Seismic verification of existing masonry buildings and strengthening with reinforced concrete jackets},
  series = {Proceedings - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)},
  booktitle = {Proceedings - Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013)},
  editor    = {Adam, Christoph and Heuer, Rudolf and Lenhardt, Wolfgang and Schranz, Christian},
  isbn      = {978-3-902749-04-8},
  year      = {2013},
  abstract  = {A methodology for assessment, seismic verification and strengthening of existing masonry buildings is presented in this paper. The verification is performed using a calculation model calibrated with the results from ambient vibration measurements. The calibrated model serves as an input for a deformation-based verification procedure based on the Capacity Spectrum Method (CSM). The bearing capacity of the building is calculated from experimental capacity curves of the individual walls idealized with bilinear elastic-perfectly plastic curves. The experimental capacity curves were obtained from in-plane cyclic loading tests on unreinforced and strengthened masonry walls with reinforced concrete jackets. The seismic action is compared with the load-bearing capacity of the building considering non-linear material behavior with its post-peak capacity. The application of the CSM to masonry buildings and the influence of a traditional strengthening method are demonstrated on the example of a public school building in Skopje, Macedonia.},
  language  = {en}
}
@inproceedings{TomićPennaDeJongetal.2020,
  author    = {Tomić, Igor and Penna, Andrea and DeJong, Matthew and Butenweg, Christoph and Correia, Ant{\´o}nio A. and Candeias, Paulo X. and Senaldi, Ilaria and Guerrini, Gabriele and Malomo, Daniele and Beyer, Katrin},
  title     = {Seismic testing of adjacent interacting masonry structures},
  series = {12th International Conference on Structural Analysis of Historical Constructions (SAHC 2020)},
  booktitle = {12th International Conference on Structural Analysis of Historical Constructions (SAHC 2020)},
  doi       = {10.23967/sahc.2021.234},
  pages     = {1 -- 12},
  year      = {2020},
  abstract  = {In many historical centres in Europe, stone masonry buildings are part of building aggregates, which developed when the layout of the city or village was densified. In these aggregates, adjacent buildings share structural walls to support floors and roofs. Meanwhile, the masonry walls of the fa{\c{c}}ades of adjacent buildings are often connected by dry joints since adjacent buildings were constructed at different times. Observations after for example the recent Central Italy earthquakes showed that the dry joints between the building units were often the first elements to be damaged. As a result, the joints opened up leading to pounding between the building units and a complicated interaction at floor and roof beam supports. The analysis of such building aggregates is very challenging and modelling guidelines do not exist. Advances in the development of analysis methods have been impeded by the lack of experimental data on the seismic response of such aggregates. The objective of the project AIMS (Seismic Testing of Adjacent Interacting Masonry Structures), included in the H2020 project SERA, is to provide such experimental data by testing an aggregate of two buildings under two horizontal components of dynamic excitation. The test unit is built at half-scale, with a two-storey building and a one-storey building. The buildings share one common wall while the fa{\c{c}}ade walls are connected by dry joints. The floors are at different heights leading to a complex dynamic response of this smallest possible building aggregate. The shake table test is conducted at the LNEC seismic testing facility. The testing sequence comprises four levels of shaking: 25\%, 50\%, 75\% and 100\% of nominal shaking table capacity. Extensive instrumentation, including accelerometers, displacement transducers and optical measurement systems, provides detailed information on the building aggregate response. Special attention is paid to the interface opening, the globa},
  language  = {en}
}