@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 <Aachen, 2013>},
  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}
}