@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}
}