@book{MeskourisHinzenButenwegetal.2007,
  author    = {Meskouris, Konstantin and Hinzen, Klaus-G{\"u}nter and Butenweg, Christoph and Mistler, Michael},
  title     = {Bauwerke und Erdbeben : Grundlagen - Anwendung - Beispiele},
  edition   = {2., erweiterte und aktualisierte Auflage},
  publisher = {Vieweg},
  address   = {Wiesbaden},
  isbn      = {3-8348-0146-1 ; 978-3-8348-0146-3},
  pages     = {XIII, 493 S. ; 1 CD-ROM},
  year      = {2007},
  language  = {de}
}
@book{MeskourisButenwegHinzenetal.2019,
  author    = {Meskouris, Konstantin and Butenweg, Christoph and Hinzen, Klaus-G. and H{\"o}ffer, R{\"u}diger},
  title     = {Structural Dynamics with Applications in Earthquake and Wind Engineering},
  publisher = {Springer},
  address   = {Berlin, Heidelberg},
  isbn      = {978-3-662-57550-5},
  doi       = {10.1007/978-3-662-57550-5},
  year      = {2019},
  language  = {en}
}
@misc{ButenwegGellertReindletal.2009,
  author    = {Butenweg, Christoph and Gellert, Christoph and Reindl, Lukas and Meskouris, Konstantin},
  title     = {A nonlinear method for the seismic safety verification of masonry buildings},
  publisher = {National Technical University of Athens},
  address   = {Athen},
  year      = {2009},
  abstract  = {In order for traditional masonry to stay a competitive building material in seismically active regions there is an urgent demand for modern, deformation-based verification procedures which exploit the nonlinear load bearing reserves. The Capacity Spectrum Method (CSM) is a widely accepted design approach in the field of reinforced concrete and steel construction. It compares the seismic action with the load-bearing capacity of the building considering nonlinear material behavior with its post-peak capacity. The bearing capacity of the building is calculated iteratively using single wall capacity curves. This paper presents a new approach for the bilinear approximation of single wall capacity curves in the style of EC6/EC8 respectively FEMA 306/FEMA 356 based on recent shear wall test results of the European Collective-Research Project "ESECMaSE". The application of the CSM to masonry structures by using bilinear approximations of capacity curves as input is demonstrated on the example of a typical German residential home.},
  language  = {en}
}