@inproceedings{ButenwegThierauf1998,
  author    = {Butenweg, Christoph and Thierauf, Georg},
  title     = {Optimum design of reinforced concrete structures},
  series = {Advances in computational structural mechanics : this volume contains a selection of papers presented at The First International Conference on Engineering Computational Technology and The Fourth International Conference on Computational Structures Technology, held in Edinburgh from 18-21 August 1998 / edited by B. H. V. Topping},
  booktitle = {Advances in computational structural mechanics : this volume contains a selection of papers presented at The First International Conference on Engineering Computational Technology and The Fourth International Conference on Computational Structures Technology, held in Edinburgh from 18-21 August 1998 / edited by B. H. V. Topping},
  publisher = {Civil-Comp Press},
  address   = {Edinburgh},
  organization    = {International Conference on Computational Structures Technology <4, 1998, Edinburgh>},
  isbn      = {0-948749-57-1},
  pages     = {447 -- 458},
  year      = {1998},
  language  = {en}
}
@inproceedings{RochefortVerverGrunendahletal.2005,
  author    = {Rochefort, E. de and Verver, M. and Grunendahl, A. and Mooi, H. and Butenweg, Christoph},
  title     = {Detailed modelling of the lumbar spine for investigation of low back pain},
  series = {Digital Human Modeling for Design and Engineering Symposium : Iowa City, Iowa June 14-16, 2005. (SAE technical papers series ; 2005-1-2716)},
  booktitle = {Digital Human Modeling for Design and Engineering Symposium : Iowa City, Iowa June 14-16, 2005. (SAE technical papers series ; 2005-1-2716)},
  publisher = {SAE International},
  address   = {Warrendale, Pa.},
  organization    = {Society of Automotive Engineers},
  issn      = {0096-736X},
  doi       = {10.4271/2005-01-2716},
  pages     = {1 -- 11},
  year      = {2005},
  language  = {en}
}
@inproceedings{MeskourisButenweg2005,
  author    = {Meskouris, Konstantin and Butenweg, Christoph},
  title     = {Aktuelle Themen des Erdbebeningenieurwesens und der Baudynamik : D-A-CH-Tagung 2005 in K{\"o}ln / K. Meskouris, Chr. Butenweg (Hrsg.). Organisiert von der Deutschen Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik.},
  series = {DGEB-Publikation ; 13},
  booktitle = {DGEB-Publikation ; 13},
  publisher = {DGEB},
  address   = {Aachen},
  organization    = {Deutsche Gesellschaft f{\"u}r Erdbebeningenieurwesen und Baudynamik},
  isbn      = {3-930108-09-7},
  pages     = {V, 144 S.},
  year      = {2005},
  language  = {de}
}
@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}
}
@inproceedings{RajanButenwegDalgueretal.2017,
  author    = {Rajan, S. and Butenweg, Christoph and Dalguer, L. A. and An, J. H. and Renault, P. and Klinkel, S.},
  title     = {Fragility curves for a three-storey reinforced concrete test structure of the international benchmark SMART 2013},
  series = {16th World Conference on Earthquake, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017},
  booktitle = {16th World Conference on Earthquake, 16WCEE 2017 Santiago Chile, January 9th to 13th 2017},
  publisher = {Chilean Association on Seismology and Earthquake Engineering (ACHISINA)},
  year      = {2017},
  language  = {en}
}
@inproceedings{ButenwegMarinkovicFehlingetal.2018,
  author    = {Butenweg, Christoph and Marinkovic, Marko and Fehling, Ekkehard and Pfetzing, Thomas and Kubalski, Thomas},
  title     = {Experimental and Numerical Investigations of Reinforced Concrete Frames with Masonry Infills under Combined In- and Out-of-plane Seismic Loading},
  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},
  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{MilkovaRosinButenwegetal.2018,
  author    = {Milkova, Kristina and Rosin, Julia and Butenweg, Christoph and Dumova-Jovanoska, Elena},
  title     = {Development of Seismic Vulnerability Curves for Region Specific Masonry Buildings},
  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 -- 10},
  year      = {2018},
  language  = {en}
}
@inproceedings{MichelButenwegKlinkel2018,
  author    = {Michel, Philipp and Butenweg, Christoph and Klinkel, Sven},
  title     = {Frequency Dependent Impedance Analysis of the Foundation-Soil-Systems of Onshore Wind Turbines},
  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 -- 13},
  year      = {2018},
  language  = {en}
}
@inproceedings{RosinMykoniouButenweg2017,
  author    = {Rosin, J. and Mykoniou, K. and Butenweg, Christoph},
  title     = {Analysis Of Base Isolated Liquid Storage Tanks With 3D Fsi-Analysis As Well As Simplified 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 -- 14},
  year      = {2017},
  abstract  = {Tanks are preferably designed, for cost-saving reasons, as circular, cylindrical, thin-walled shells. In case of seismic excitation, these constructions are highly vulnerable to stability failures. An earthquake-resistant design of rigidly supported tanks for high seismic loading demands, however, uneconomic wall thicknesses. A cost-effective alternative can be provided by base isolation systems. In this paper, a simplified seismic design procedure for base isolated tanks is introduced, by appropriately modifying the standard mechanical model for flexible, rigidly supported tanks. The non-linear behavior of conventional base isolation systems becomes an integral part of a proposed simplified process, which enables the assessment of the reduced hydrodynamic forces acting on the tank walls and the corresponding stress distribution. The impulsive and convective actions of the liquid are taken into account. The validity of this approach is evaluated by employing a non-linear fluid-structure interaction algorithm of finite element method. Special focus is placed on the boundary conditions imposed from the base isolation and the resulting hydrodynamic pressures. Both horizontal and vertical component of ground motion are considered in order to study the principal effects of the base isolation on the pressure distribution of the tank walls. The induced rocking effects associated with elastomeric bearings are discussed. The results manifest that base isolated tanks can be designed for seismic loads by means of the proposed procedure with sufficient accuracy, allowing to dispense with numerically expensive techniques.},
  language  = {en}
}