TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 4. Aufl. Y1 - 2012 SN - 978-3-8348-0999-5 ; 978-3-8348-8229-5 U6 - http://dx.doi.org/10.1007/978-3-8348-8229-5_16 SP - 527 EP - 566 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. - 3. Aufl. Y1 - 2009 SN - 978-3-8348-0684-0 ; 978-3-8348-9997-2 U6 - http://dx.doi.org/10.1007/978-3-8348-9997-2_15 SP - 423 EP - 462 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst Beispiele aus der Baupraxis. / 5. Auflage N2 - Nachfolgende Ausführungen und Berechnungsbeispiele beziehen sich auf Kapitel 19 Siedlungswasserwirtschaft im „Wendehorst: Bautechnische Zahlentafeln 35. Auflage 2015“ (abgekürzt: BZ). Für den Bau von Anlagen der Siedlungswasserwirtschaft sind ebenso die Grundlagen der Hydraulik zu berücksichtigen. Aus diesem Grunde sind auch die entsprechenden Ausführungen zur Hydraulik zu beachten. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - http://dx.doi.org/10.1007/978-3-658-01681-4_16 SP - 635 EP - 678 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Strohmeier, Andreas T1 - Siedlungswasserwirtschaft T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01688-3 SP - 1157 EP - 1230 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Tran, N. T. A1 - Tran, Thanh Ngoc A1 - Matthies, M. G. A1 - Stavroulakis, G. E. A1 - Staat, Manfred T1 - Shakedown Analysis Under Stochastic Uncertainty by Chance Constrained Programming T2 - Advances in Direct Methods for Materials and Structures N2 - 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. Y1 - 2017 SN - 978-3-319-59810-9 U6 - http://dx.doi.org/10.1007/978-3-319-59810-9_6 SP - 85 EP - 103 PB - Springer CY - Cham ER - TY - CHAP A1 - Tran, Thanh Ngoc A1 - Staat, Manfred T1 - Shakedown analysis of Reissner-Mindlin plates using the edge-based smoothed finite element method T2 - Direct methods for limit states in structures and materials / Dieter Weichert ; Alan Ponter, ed. N2 - 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. Y1 - 2014 SN - 978-94-007-6826-0 (Print) 978-94-007-6827-7 (Online) U6 - http://dx.doi.org/10.1007/978-94-007-6827-7_5 SP - 101 EP - 117 PB - Springer CY - Dordrecht [u.a.] ER - TY - CHAP A1 - Schmitz, Philipp A1 - Weber, Martin T1 - Setze nicht alles auf eine Karte, diversifiziere! T2 - Genial einfach investieren Y1 - 2007 SP - 104 EP - 140 PB - Campus-Verlag CY - Frankfurt a.M. ER - TY - CHAP A1 - Kroll-Ludwigs, Kathrin ED - Staake, Marco T1 - Selbstverantwortung oder Vertrauenshaftung? – Anwendung von § 311 II Nr. 1 BGB (c.i.c.) auf Eheverträge und Angehörigenbürgschaften T2 - Verantwortung und Haftung : Leipziger Tagung, 6. bis 9. September 2006 ; Jahrbuch Junger Zivilrechtswissenschaftler 2006 ; [17. Tagung der Gesellschaft Junger Zivilrechtswissenschaftler e.V.] Y1 - 2006 SP - 118 EP - 145 ER - TY - CHAP A1 - Meskouris, Konstantin A1 - Holtschoppen, Britta A1 - Butenweg, Christoph A1 - Park, Jin T1 - Seismische Auslegung von Silo- und Tankbauwerken T2 - Festschrift zum 60. Geburtstag von Univ.-Prof. Dr.-Ing. Ingbert Mangerig. (Berichte aus dem konstruktiven Ingenieurbau ; 2010,6) Y1 - 2010 SP - 215 EP - 224 PB - Univ. der Bundeswehr CY - Neubiberg ER - TY - CHAP A1 - Butenweg, Christoph A1 - Holtschoppen, Britta T1 - Seismic design of structures and components in industrial units T2 - Structural Dynamics with Applications in Earthquake and Wind Engineering N2 - 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. KW - Industrial units KW - Seismic design KW - Tanks KW - Silos KW - Components Y1 - 2019 SN - 978-3-662-57550-5 U6 - http://dx.doi.org/10.1007/978-3-662-57550-5_5 SP - 359 EP - 481 PB - Springer CY - Berlin ER -