@incollection{KuhlmannButenwegMeskourisetal.2012,
  author    = {Kuhlmann, Wolfram and Butenweg, Christoph and Meskouris, Konstantin and Kempen, Thomas},
  title     = {Simulation des Tragverhaltens des Aachener Doms im Erdbebenfall},
  series = {Die karolingische Pfalzkapelle in Aachen : Material, Bautechnik, Restaurierung. (Arbeitshefte der rheinischen Denkmalpflege ; 78)},
  booktitle = {Die karolingische Pfalzkapelle in Aachen : Material, Bautechnik, Restaurierung. (Arbeitshefte der rheinischen Denkmalpflege ; 78)},
  publisher = {Wernersche Verlags-Gesellschaft},
  address   = {Worms},
  isbn      = {978-3-88462-325-1},
  pages     = {237 -- 248},
  year      = {2012},
  language  = {de}
}
@incollection{PoghossianSchoening2006,
  author    = {Poghossian, Arshak and Sch{\"o}ning, Michael Josef},
  title     = {Silicon-based chemical and biological field-effect sensors},
  series = {Encyclopedia of Sensors. Vol. 9 S - Sk},
  booktitle = {Encyclopedia of Sensors. Vol. 9 S - Sk},
  publisher = {ASP, American Scientific Publ.},
  address   = {Stevenson Ranch, Calif.},
  isbn      = {1-58883-065-9},
  pages     = {463 -- 534},
  year      = {2006},
  language  = {en}
}
@incollection{Strohmeier2012,
  author    = {Strohmeier, Andreas},
  title     = {Siedlungswasserwirtschaft},
  series = {Wendehorst Bautechnische Zahlentafeln},
  booktitle = {Wendehorst Bautechnische Zahlentafeln},
  editor    = {Vismann, Ulrich},
  edition   = {34},
  publisher = {Vieweg + Teubner},
  address   = {Wiesbaden},
  isbn      = {978-3-8348-0960-5},
  doi       = {10.1007/978-3-8348-8613-2_19},
  pages     = {1393 -- 1498},
  year      = {2012},
  language  = {de}
}
@incollection{Strohmeier2015,
  author    = {Strohmeier, Andreas},
  title     = {Siedlungswasserwirtschaft},
  series = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.},
  booktitle = {Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl.},
  publisher = {Springer Vieweg},
  address   = {Wiesbaden},
  isbn      = {978-3-658-01688-3},
  pages     = {1157 -- 1230},
  year      = {2015},
  language  = {de}
}
@incollection{Strohmeier2012,
  author    = {Strohmeier, Andreas},
  title     = {Siedlungswasserwirtschaft},
  series = {Wendehorst Beispiele aus der Baupraxis. - 4. Aufl.},
  booktitle = {Wendehorst Beispiele aus der Baupraxis. - 4. Aufl.},
  publisher = {Springer Vieweg},
  address   = {Wiesbaden},
  isbn      = {978-3-8348-0999-5 ; 978-3-8348-8229-5},
  doi       = {10.1007/978-3-8348-8229-5_16},
  pages     = {527 -- 566},
  year      = {2012},
  language  = {de}
}
@incollection{Strohmeier2009,
  author    = {Strohmeier, Andreas},
  title     = {Siedlungswasserwirtschaft},
  series = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.},
  booktitle = {Wendehorst Beispiele aus der Baupraxis. - 3. Aufl.},
  publisher = {Springer Vieweg},
  address   = {Wiesbaden},
  isbn      = {978-3-8348-0684-0 ; 978-3-8348-9997-2},
  doi       = {10.1007/978-3-8348-9997-2_15},
  pages     = {423 -- 462},
  year      = {2009},
  language  = {de}
}
@incollection{Strohmeier2015,
  author    = {Strohmeier, Andreas},
  title     = {Siedlungswasserwirtschaft},
  series = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage},
  booktitle = {Wendehorst Beispiele aus der Baupraxis. / 5. Auflage},
  publisher = {Springer Vieweg},
  address   = {Wiesbaden},
  isbn      = {978-3-658-01689-0 ; 978-3-410-24199-7},
  doi       = {10.1007/978-3-658-01681-4_16},
  pages     = {635 -- 678},
  year      = {2015},
  abstract  = {Nachfolgende Ausf{\"u}hrungen und Berechnungsbeispiele beziehen sich auf Kapitel 19 Siedlungswasserwirtschaft im „Wendehorst: Bautechnische Zahlentafeln 35. Auflage 2015" (abgek{\"u}rzt: BZ). F{\"u}r den Bau von Anlagen der Siedlungswasserwirtschaft sind ebenso die Grundlagen der Hydraulik zu ber{\"u}cksichtigen. Aus diesem Grunde sind auch die entsprechenden Ausf{\"u}hrungen zur Hydraulik zu beachten.},
  language  = {de}
}
@incollection{TranTranMatthiesetal.2017,
  author    = {Tran, N. T. and Tran, Thanh Ngoc and Matthies, M. G. and Stavroulakis, G. E. and Staat, Manfred},
  title     = {Shakedown Analysis Under Stochastic Uncertainty by Chance Constrained Programming},
  series = {Advances in Direct Methods for Materials and Structures},
  booktitle = {Advances in Direct Methods for Materials and Structures},
  publisher = {Springer},
  address   = {Cham},
  isbn      = {978-3-319-59810-9},
  doi       = {10.1007/978-3-319-59810-9_6},
  pages     = {85 -- 103},
  year      = {2017},
  abstract  = {In this paper we propose a stochastic programming method to analyse limit and shakedown of structures under uncertainty condition of strength. Based on the duality theory, the shakedown load multiplier formulated by the kinematic theorem is proved actually to be the dual form of the shakedown load multiplier formulated by static theorem. In this investigation a dual chance constrained programming algorithm is developed to calculate simultaneously both the upper and lower bounds of the plastic collapse limit and the shakedown limit. The edge-based smoothed finite element method (ES-FEM) with three-node linear triangular elements is used for structural analysis.},
  language  = {en}
}
@incollection{TranStaat2014,
  author    = {Tran, Thanh Ngoc and Staat, Manfred},
  title     = {Shakedown analysis of Reissner-Mindlin plates using the edge-based smoothed finite element method},
  series = {Direct methods for limit states in structures and materials / Dieter Weichert ; Alan Ponter, ed.},
  booktitle = {Direct methods for limit states in structures and materials / Dieter Weichert ; Alan Ponter, ed.},
  publisher = {Springer},
  address   = {Dordrecht [u.a.]},
  isbn      = {978-94-007-6826-0 (Print) 978-94-007-6827-7 (Online)},
  doi       = {10.1007/978-94-007-6827-7_5},
  pages     = {101 -- 117},
  year      = {2014},
  abstract  = {This paper concerns the development of a primal-dual algorithm for limit and shakedown analysis of Reissner-Mindlin plates made of von Mises material. At each optimization iteration, the lower bound of the shakedown load multiplier is calculated simultaneously with the upper bound using the duality theory. An edge-based smoothed finite element method (ES-FEM) combined with the discrete shear gap (DSG) technique is used to improve the accuracy of the solutions and to avoid the transverse shear locking behaviour. The method not only possesses all inherent features of convergence and accuracy from ES-FEM, but also ensures that the total number of variables in the optimization problem is kept to a minimum compared with the standard finite element formulation. Numerical examples are presented to demonstrate the effectiveness of the present method.},
  language  = {en}
}
@incollection{SchmitzWeber2007,
  author    = {Schmitz, Philipp and Weber, Martin},
  title     = {Setze nicht alles auf eine Karte, diversifiziere!},
  series = {Genial einfach investieren},
  booktitle = {Genial einfach investieren},
  publisher = {Campus-Verlag},
  address   = {Frankfurt a.M.},
  pages     = {104 -- 140},
  year      = {2007},
  language  = {de}
}