@inproceedings{ButenwegMarinkovićKubalskietal.2017,
  author    = {Butenweg, Christoph and Marinković, Marko and Kubalski, Thomas and Fehling, Ekkehard and Pfetzing, Thomas and Meyer, Udo},
  title     = {Innovative Ans{\"a}tze f{\"u}r die seismische Auslegung von Stahlbetonrahmentragwerken mit Ausfachungen aus Ziegelmauerwerk},
  series = {Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik},
  booktitle = {Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik},
  editor    = {Zabel, Volkmar and Beinersdorf, Silke},
  publisher = {Deutsche Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik (DGEB) e.V.},
  address   = {Weimar},
  isbn      = {978-3-930108-13-5},
  pages     = {130 -- 145},
  year      = {2017},
  language  = {de}
}
@inproceedings{KubalskiButenwegMarinkovićetal.2017,
  author    = {Kubalski, T. and Butenweg, Christoph and Marinković, Marko and Klinkel, S.},
  title     = {Investigation Of The Seismic Behaviour Of Infill Masonry Using Numerical Modelling Approaches},
  series = {16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017},
  booktitle = {16th World Conference on Earthquake Engineering, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017},
  publisher = {Chilean Association on Seismology and Earthquake Engineering (ACHISINA)},
  pages     = {1 -- 11},
  year      = {2017},
  abstract  = {Masonry is a widely spread construction type which is used all over the world for different types of structures. Due to its simple and cheap construction, it is used as non-structural as well as structural element. In frame structures, such as reinforced concrete frames, masonry may be used as infill. While the bare frame itself is able to carry the loads when it comes to seismic events, the infilled frame is not able to warp freely due to the constrained movement. This restraint results in a complex interaction between the infill and the surrounding frame, which may lead to severe damage to the infill as well as the surrounding frame. The interaction is studied in different projects and effective approaches for the description of the behavior are still lacking. Experimental programs are usually quite expensive, while numerical models, once validated, do offer an efficient approach for the investigation of the interaction when horizontally loaded. In order to study the numerous parameters influencing the seismic load bearing behavior, numerical models may be used. Therefore, this contribution presents a numerical approach for the simulation of infill masonry in reinforced concrete frames. Both parts, the surrounding frame as well as the infill are represented by micro modelling approaches to correctly take into account the different types of failure. The adopted numerical model describes the inelastic behavior of the system, as indicated by the obtained results of the overall structural response as well as the formation of damage in the infilled wall. Comparison of the numerical and experimental results highlights the valuable contribution of numerical simulations in the study and design of infilled frames. As damage of the infill masonry may occur in-plane due to the interaction as well as out-of-plane due to the low vertical load, both directions of loading are investigated.},
  language  = {en}
}
@incollection{GeislerPieper2017,
  author    = {Geisler, Simon and Pieper, Martin},
  title     = {Mathematik PLuS als E-Book. Kann ein E-Book zur Ingenieursmathematik alle Lerntypen ansprechen?},
  series = {Das elektronische Schulbuch 2016},
  booktitle = {Das elektronische Schulbuch 2016},
  publisher = {LIT Verlag},
  address   = {Berlin},
  isbn      = {978-3-643-13475-2},
  pages     = {99 -- 111},
  year      = {2017},
  language  = {de}
}
@book{Pieper2017,
  author    = {Pieper, Martin},
  title     = {Mathematische Optimierung: Eine Einf{\"u}hrung in die kontinuierliche Optimierung mit Beispielen},
  publisher = {Springer Fachmedien},
  address   = {Wiesbaden},
  isbn      = {978-3-658-16975-6},
  doi       = {10.1007/978-3-658-16975-6},
  pages     = {IX, 53 S. 20 Abb.},
  year      = {2017},
  language  = {de}
}
@incollection{PieperWaehlisch2017,
  author    = {Pieper, Martin and W{\"a}hlisch, Georg},
  title     = {Mehrwert von E-Learning durch f{\"a}cher{\"u}bergreifenden Einsatz},
  series = {Teaching is Touching the Future \& ePS 2016 - Kompetenzorientiertes Lehren, Lernen und Pr{\"u}fen},
  booktitle = {Teaching is Touching the Future \& ePS 2016 - Kompetenzorientiertes Lehren, Lernen und Pr{\"u}fen},
  publisher = {UVW Universit{\"a}tsverlag Webler},
  address   = {Bielefeld},
  isbn      = {978-3-946017-05-9},
  pages     = {193 -- 196},
  year      = {2017},
  language  = {de}
}
@inproceedings{RajanKubalskiAltayetal.2017,
  author    = {Rajan, Sreelakshmy and Kubalski, Thomas and Altay, Okyay and Dalguer, Luis A and Butenweg, Christoph},
  title     = {Multi-dimensional fragility analysis of a RC building with components using response surface method},
  series = {24th International Conference on Structural Mechanics in Reactor Technology, Busan, Korea, 20-25 August, 2017},
  booktitle = {24th International Conference on Structural Mechanics in Reactor Technology, Busan, Korea, 20-25 August, 2017},
  publisher = {International Assn for Structural Mechanics in Reactor Technology (IASMiRT)},
  address   = {Raleigh, USA},
  isbn      = {9781510856776},
  pages     = {3126 -- 3135},
  year      = {2017},
  abstract  = {Conventional fragility curves describe the vulnerability of the main structure under external hazards. However, in complex structures such as nuclear power plants, the safety or the risk depends also on the components associated with a system. The classical fault tree analysis gives an overall view of the failure and contains several subsystems to the main event, however, the interactions in the subsystems are not well represented. In order to represent the interaction of the components, a method suggested by Cimellaro et al. (2006) using multidimensional performance limit state functions to obtain the system fragility curves is adopted. This approach gives the possibility of deriving the cumulative fragility taking into account the interaction of the response of different components. In this paper, this approach is used to evaluate seismic risk of a representative electrical building infrastructure, including the component, of a nuclear power plant. A simplified model of the structure, with nonlinear material behavior is employed for the analysis in Abaqus©. The input variables considered are the material parameters, boundary conditions and the seismic input. The variability of the seismic input is obtained from selected ground motion time histories of spectrum compatible synthetic ccelerograms. Unlike the usual Monte Carlo methods used for the probabilistic analysis of the structure, a computationally effective response surface method is used. This method reduces the computational effort of the calculations by reducing the required number of samples.},
  language  = {en}
}
@inproceedings{Kern2017,
  author    = {Kern, Alexander},
  title     = {Optimierung des Blitzschutzes bei Biogasanlagen},
  series = {12. VDE/ABB-Blitzschutztagung : Beitr{\"a}ge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg},
  booktitle = {12. VDE/ABB-Blitzschutztagung : Beitr{\"a}ge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg},
  isbn      = {978-3-8007-4459-6},
  pages     = {48 -- 56},
  year      = {2017},
  language  = {de}
}
@incollection{Butenweg2017,
  author    = {Butenweg, Christoph},
  title     = {Passt, wackelt und hat Luft: Mauerwerksbauten aus Leichtbeton in Erdbebengebieten},
  series = {Beton-Bauteile, 65. Ausgabe (2017): Entwerfen - Planen - Ausf{\"u}hren},
  booktitle = {Beton-Bauteile, 65. Ausgabe (2017): Entwerfen - Planen - Ausf{\"u}hren},
  publisher = {Bauverl.},
  address   = {G{\"u}tersloh},
  isbn      = {978-3-7625-3676-5},
  pages     = {136 -- 140},
  year      = {2017},
  language  = {de}
}
@inproceedings{KernBrocke2017,
  author    = {Kern, Alexander and Brocke, Ralph},
  title     = {Planung von Fangeinrichtungen mit dem dynamischen elektro-geometrischen Modell - M{\"o}gliche praktische Anwendungen},
  series = {12. VDE/ABB-Blitzschutztagung : Beitr{\"a}ge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg},
  booktitle = {12. VDE/ABB-Blitzschutztagung : Beitr{\"a}ge der 12. VDE/ABB-Fachtagung, 12.-13. Oktober 2017, Aschaffenburg},
  isbn      = {978-3-8007-4459-6},
  pages     = {75 -- 82},
  year      = {2017},
  language  = {de}
}
@misc{NobisrathZuendorfGeorgeetal.2017,
  author    = {Nobisrath, Ulrich and Z{\"u}ndorf, Albert and George, Tobias and Ruben, Jubeh and Kraft, Bodo},
  title     = {Software Stories Guide},
  pages     = {21},
  year      = {2017},
  abstract  = {Software Stories are a simple graphical notation for requirements analysis and design in agile software projects. Software Stories are based on example scenarios. Example scenarios facilitate the communication between lay people or domain experts and software experts.},
  language  = {en}
}
@article{SrivastavaChaharSharmaetal.2017,
  author    = {Srivastava, A. and Chahar, V. and Sharma, V. and Sun, Y. and Bol, R. and Knolle, F. and Schnug, E. and Hoyler, Friedrich and Naskar, N. and Lahiri, S. and Patnaik, R.},
  title     = {Study of uranium toxicity using low-background gamma-ray spectrometry},
  series = {Journal of Radioanalytical and Nuclear Chemistry},
  journal   = {Journal of Radioanalytical and Nuclear Chemistry},
  number    = {Online first},
  publisher = {Springer},
  address   = {Berlin},
  issn      = {1588-2780},
  doi       = {10.1007/s10967-017-5466-9},
  pages     = {1 -- 7},
  year      = {2017},
  language  = {en}
}
@book{RencklyWaehlisch2017,
  author    = {Renckly, Sven and W{\"a}hlisch, Georg},
  title     = {Technisches Zeichnen f{\"u}r Dummies},
  publisher = {Wiley},
  address   = {Weinheim},
  isbn      = {978-3-527-70966-3},
  pages     = {347 Seiten},
  year      = {2017},
  language  = {de}
}
@book{LabischWaehlisch2017,
  author    = {Labisch, Susanna and W{\"a}hlisch, Georg},
  title     = {Technisches Zeichnen: Eigenst{\"a}ndig lernen und effektiv {\"u}ben},
  edition   = {5. Aufl.},
  publisher = {Springer Fachmedien},
  address   = {Wiesbaden},
  isbn      = {978-3-658-18313-4},
  doi       = {10.1007/978-3-658-18313-4},
  pages     = {XI, 300 S. 291 Abb., 50 Abb. in Farbe},
  year      = {2017},
  language  = {de}
}
@book{LabischWaehlisch2017,
  author    = {Labisch, Susanna and W{\"a}hlisch, Georg},
  title     = {Technisches Zeichnen: Eigenst{\"a}ndig lernen und effektiv {\"u}ben},
  edition   = {5. {\"u}berarbeitete Auflage},
  publisher = {Springer Vieweg},
  address   = {Wiesbaden},
  isbn      = {978-3-658-18312-7},
  doi       = {10.1007/978-3-658-18313-4},
  pages     = {XI, 300 Seiten ; Illustrationen},
  year      = {2017},
  language  = {de}
}
@article{KleinButenwegKlinkel2017,
  author    = {Klein, Michel and Butenweg, Christoph and Klinkel, Sven},
  title     = {The Influence of Soil-Structure-Interaction on the Fatigue Analysis in the Foundation Design of Onshore Wind Turbines},
  series = {Procedia Engineering},
  volume    = {199},
  journal   = {Procedia Engineering},
  publisher = {Elsevier},
  address   = {Amsterdam},
  issn      = {1877-7058},
  doi       = {10.1016/j.proeng.2017.09.325},
  pages     = {3218 -- 3223},
  year      = {2017},
  language  = {en}
}
@inproceedings{BoesenRosinButenwegetal.2017,
  author    = {Boesen, Niklas and Rosin, Julia and Butenweg, Christoph and Deichsel, Anne and Klinkel, Sven},
  title     = {Untersuchung vorhandenerTragreserven moderner unbewehrter Mauerwerksbauten},
  series = {Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik},
  booktitle = {Vortragsband der 15. D-A-CH-Tagung Erdbebeningenieurwesen und Baudynamik},
  editor    = {Zabel, Volkmar and Beinersdorf, Silke},
  publisher = {Deutsche Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik (DGEB) e.V.},
  address   = {Weimar},
  isbn      = {978-3-930108-13-5},
  pages     = {408 -- 418},
  year      = {2017},
  language  = {de}
}
@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}
}