@article{GiresiniSassuButenwegetal.2017,
  author    = {Giresini, Linda and Sassu, Mauro and Butenweg, Christoph and Alecci, Valerio and De Stefano, Mario},
  title     = {Vault macro-element with equivalent trusses in global seismic analyses},
  series = {Earthquakes and Structures},
  volume    = {12},
  journal   = {Earthquakes and Structures},
  number    = {4},
  publisher = {Techno-Press},
  address   = {Taejŏn},
  issn      = {2092-7614 (Print)},
  doi       = {10.12989/eas.2017.12.4.409},
  pages     = {409 -- 423},
  year      = {2017},
  abstract  = {This paper proposes a quick and simplified method to describe masonry vaults in global seismic analyses of buildings. An equivalent macro-element constituted by a set of six trusses, two for each transverse, longitudinal and diagonal direction, is introduced. The equivalent trusses, whose stiffness is calculated by fully modeled vaults of different geometry, mechanical properties and boundary conditions, simulate the vault in both global analysis and local analysis, such as kinematic or rocking approaches. A parametric study was carried out to investigate the influence of geometrical characteristics and mechanical features on the equivalent stiffness values. The method was numerically validated by performing modal and transient analysis on a three naves-church in the elastic range. Vibration modes and displacement time-histories were compared showing satisfying agreement between the complete and the simplified models. This procedure is particularly useful in engineering practice because it allows to assess, in a simplified way, the effectiveness of strengthening interventions for reducing horizontal relative displacements between vault supports.},
  language  = {en}
}
@inproceedings{GiresiniButenwegAndreinietal.2014,
  author    = {Giresini, Linda and Butenweg, Christoph and Andreini, M. and De Falco, A. and Sassu, M.},
  title     = {Numerical calibration of a macro-element for vaultes system in historic churches},
  series = {9th International Conference on Structural Analyses of Historical Conctruction, 14 - 17 October, 2014, Mexico City},
  booktitle = {9th International Conference on Structural Analyses of Historical Conctruction, 14 - 17 October, 2014, Mexico City},
  organization    = {International Conference on Structural Analyses of Historical Conctructions <9, 2014, Mexico City>},
  pages     = {1 -- 12},
  year      = {2014},
  language  = {en}
}
@inproceedings{GiresiniButenwegAndreinietal.2014,
  author    = {Giresini, Linda and Butenweg, Christoph and Andreini, M. and De Falco, A. and Sassu, M.},
  title     = {Macro-elements identification in historic chapels: the case of St. Venerio Chapel in Reggiolo - Emilia Romagna},
  series = {9th International Conference on Structural Analyses of Historical Conctruction, 14 - 17 October, 2014, Mexico City},
  booktitle = {9th International Conference on Structural Analyses of Historical Conctruction, 14 - 17 October, 2014, Mexico City},
  organization    = {International Conference on Structural Analyses of Historical Conctructions <9, 2014, Mexico City>},
  pages     = {1 -- 12},
  year      = {2014},
  language  = {en}
}
@incollection{GiresiniButenweg2019,
  author    = {Giresini, Linda and Butenweg, Christoph},
  title     = {Earthquake resistant design of structures according to Eurocode 8},
  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 (Online)},
  doi       = {10.1007/978-3-662-57550-5_4},
  pages     = {197 -- 358},
  year      = {2019},
  abstract  = {The chapter initially provides a summary of the contents of Eurocode 8, its aim being to offer both to the students and to practising engineers an easy introduction into the calculation and dimensioning procedures of this earthquake code. Specifically, the general rules for earthquake-resistant structures, the definition of design response spectra taking behaviour and importance factors into account, the application of linear and non-linear calculation methods and the structural safety verifications at the serviceability and ultimate limit state are presented. The application of linear and non-linear calculation methods and corresponding seismic design rules is demonstrated on practical examples for reinforced concrete, steel and masonry buildings. Furthermore, the seismic assessment of existing buildings is discussed and illustrated on the example of a typical historical masonry building in Italy. The examples are worked out in detail and each step of the design process, from the preliminary analysis to the final design, is explained in detail.},
  language  = {en}
}
@inproceedings{GellertParkButenweg2010,
  author    = {Gellert, Christoph and Park, Jin and Butenweg, Christoph},
  title     = {Seismic safety verification of masonry structures},
  series = {Proceedings of the Eight International Masonry Conference : held in Dresden from 4th to 7th of July 2010 / [International Masonry Society ; Technische Universit{\"a}t Dresden]. Ed. by: Wolfram J{\"a}ger ... Volume 1. (Masonry / International Masonry Society Special Publication ; 11)},
  booktitle = {Proceedings of the Eight International Masonry Conference : held in Dresden from 4th to 7th of July 2010 / [International Masonry Society ; Technische Universit{\"a}t Dresden]. Ed. by: Wolfram J{\"a}ger ... Volume 1. (Masonry / International Masonry Society Special Publication ; 11)},
  publisher = {ARGE 8IMC Dresden},
  address   = {Radebeul},
  organization    = {International Masonry Conference <8, 2010, Dresden>},
  isbn      = {978-3-00-031381-3},
  pages     = {813 -- 822},
  year      = {2010},
  language  = {en}
}
@inproceedings{GellertNordaButenweg2008,
  author    = {Gellert, Christoph and Norda, Hannah and Butenweg, Christoph},
  title     = {Nonlinear behaviour of masonry under cyclic loading},
  series = {7th European Conference on Structural Dynamics, EURODYN 2008 : 7-9 July 2008, Southampton},
  booktitle = {7th European Conference on Structural Dynamics, EURODYN 2008 : 7-9 July 2008, Southampton},
  organization    = {European Conference on Structural Dynamics, EURODYN <7, 2008, Southampton>},
  pages     = {1 -- 12},
  year      = {2008},
  language  = {en}
}
@article{GellertButenweg2014,
  author    = {Gellert, Christoph and Butenweg, Christoph},
  title     = {Seismic analysis of masonry structures in German earthquake zones according to DIN EN 1998-1},
  series = {Mauerwerk : European journal of masonry},
  volume    = {18},
  journal   = {Mauerwerk : European journal of masonry},
  number    = {3-4},
  publisher = {Ernst \& Sohn},
  address   = {Berlin},
  issn      = {1437-1022 (E-Journal); 1432-3427 (Print)},
  doi       = {10.1002/dama.201400626},
  pages     = {188 -- 196},
  year      = {2014},
  abstract  = {Die Erdbeben in Albstadt 1978 (Magnitude 5,7), Roermond 1992 (Magnitude 5,9) oder in Waldkirch 2004 (Magnitude 5,1) haben verdeutlicht, dass die erdbebensichere Auslegung von Mauerwerksbauten auch in Deutschland von großer Bedeutung ist. Bereits im Jahr 1981 wurde die DIN 4149 (1981) "Bauten in deutschen Erdbebengebieten - Lastannahmen, Bemessung und Ausf{\"u}hrung {\"u}blicher Hochbauten" eingef{\"u}hrt, in der aber f{\"u}r Mauerwerksbauten nur wenige Anforderungen gestellt wurden. Diese Norm wurde durch den NABau-Arbeitsausschuss "Erdbeben; Sonderfragen" des Deutschen Instituts f{\"u}r Normung e.V. (DIN) auf Grundlage des Eurocode 8 (2004) vollst{\"a}ndig {\"u}berarbeitet und durch die DIN 4149 (2005) abgel{\"o}st, die umfangreiche Regelungen f{\"u}r die seismische Auslegung von Mauerwerksbauten enth{\"a}lt. Mittlerweile liegen die DIN EN 1998-1 (2010) und der Nationale Anhang DIN EN 1998-1/NA (2011) vor, die nach Einarbeitung der Ergebnisse der durchgef{\"u}hrten Anwendungserprobung bauaufsichtlich eingef{\"u}hrt und die DIN 4149 (2005) ersetzen werden. Der folgende Beitrag gibt einen {\"U}berblick {\"u}ber die seismische Berechnung und Bemessung von Mauerwerksbauten nach dem europ{\"a}ischen Regelwerk und illustriert deren Anwendung an einem baupraktischen Beispiel.},
  language  = {de}
}
@inproceedings{GellertButenweg2009,
  author    = {Gellert, Christoph and Butenweg, Christoph},
  title     = {Nichtlinearer Erdbebennachweis von Mauerwerksbauten},
  series = {Erdbeben und Mauerwerk : 11. D-A-CH-Tagung 2009 ; [10./11. September 2009 in Z{\"u}rich] / SGEB, Swiss Society for Earthquake Engineering and Structural Dynamics; Schweizerischer Ingenieur- und Architektenverein, Fachgruppe f{\"u}r Br{\"u}ckenbau und Hochbau. [Hrsg. Dazio, Alessandro ...]},
  booktitle = {Erdbeben und Mauerwerk : 11. D-A-CH-Tagung 2009 ; [10./11. September 2009 in Z{\"u}rich] / SGEB, Swiss Society for Earthquake Engineering and Structural Dynamics; Schweizerischer Ingenieur- und Architektenverein, Fachgruppe f{\"u}r Br{\"u}ckenbau und Hochbau. [Hrsg. Dazio, Alessandro ...]},
  publisher = {SIA},
  address   = {Z{\"u}rich},
  organization    = {D-A-C-H Tagung <11, 2009, Z{\"u}rich>},
  isbn      = {978-3-03732-021-1},
  pages     = {125 -- 132},
  year      = {2009},
  language  = {de}
}
@article{FrauenrathHezelHeinrichsetal.2009,
  author    = {Frauenrath, Tobias and Hezel, Fabian and Heinrichs, Uwe and Kozerke, Sebastian and Utting, Jane and Kob, Malte and Butenweg, Christoph and Boesiger, Peter and Niendorf, Thoralf},
  title     = {Feasibility of Cardiac Gating Free of Interference With Electro-Magnetic Fields at 1.5 Tesla, 3.0 Tesla and 7.0 Tesla Using an MR-Stethoscope},
  series = {Investigative Radiology},
  volume    = {44},
  journal   = {Investigative Radiology},
  number    = {9},
  publisher = {Lippincott Williams \& Wilkins ; (via Ovid)},
  address   = {Philadelphia, Pa},
  issn      = {1536-0210 (online)},
  doi       = {10.1097/RLI.0b013e3181b4c15e},
  pages     = {539 -- 547},
  year      = {2009},
  language  = {en}
}
@inproceedings{FrauenrathGoemmelButenwegetal.2010,
  author    = {Frauenrath, Tobias and G{\"o}mmel, Andreas and Butenweg, Christoph and Otten, Mario and Niendorf, Thoralf},
  title     = {3D mapping of vocal fold geometry during articulatory maneuvers using ultrashort echo time imaging at 3.0 T},
  series = {ISMRM-ESMRMB joint annual meeting 2010 : Stockholm, Sweden, 1 - 7 May 2010. Band 4},
  booktitle = {ISMRM-ESMRMB joint annual meeting 2010 : Stockholm, Sweden, 1 - 7 May 2010. Band 4},
  publisher = {Curran},
  address   = {Red Hook, NY},
  organization    = {International Society of Magnetic Resonance in Medicine},
  isbn      = {978-1-617-82008-3},
  pages     = {3087},
  year      = {2010},
  language  = {en}
}