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Anm. der Redaktion: Mit dieser Beitragsserie sollen unseren Lesern fortlaufend Beispiele für die Berechnung und Bemessung von Bauteilen aus Mauerwerk nach Eurocode 6 (DIN EN 1996-1-1 und -3 mit dem jeweiligen deutschen Nationalen Anhang) zur Verfügung gestellt werden, um dem Anwender die Einarbeitung in die neue Norm, die nunmehr seit 01. 07. 2012 in Deutschland angewendet werden darf, zu erleichtern. Editorial staff: This series presents working examples for the design of masonry members according to Eurocode 6 (DIN EN 1996-1-1 and -3 together with the German national Annex) in the future. It should facilitate our readers the adjustment to the new code which can be applied since July 1 2012 in Germany. Nachfolgend wird die Nachweisführung einer Außenwand in einem Mehrfamilienhaus nach Eurocode 6 mit NA vorgestellt. Es handelt sich dabei um einen Anwendungsfall mit kombinierter Beanspruchung aus Deckenverdrehung und Gebäudestabilisierung, bei dem der Nachweis der Doppelbiegung zu führen ist. Design of an external wall with the standard method of EC 6. The verification of an external wall of an apartment house in accordance with Eurocode 6 and NA is presented subsequently. It's a question of an application of combined stressing because of slab rotation and stabilisation of the building, where the biaxial bending has to be proofed. [ABSTRACT FROM AUTHOR]

In many engineering problems the dynamical reactions of structures depend on uncertain data. For considering this uncertainty, fuzzy random processes are applied. An enhanced dynamic analysis method called fuzzy stochastic finite element method (FSFEM) has been developed in order to consider the fuzzy random processes within the dynamic analysis of structures. A suitable discretization strategy enables the repeated processing of FE algorithms as deterministic fundamental solution. In this paper the FE multi-reference-plane model is extended to fuzzy randomness and dynamic loads. The numerical solution is based on the fuzzy stochastic sampling (FSS). FSS and FSFEM are applied for the numerical simulation of the load-bearing capacity of a strengthened RC plate under static and dynamic loads. [ABSTRACT FROM AUTHOR]

Abstract: In this paper a numerical model is presented for assessing the stress and displacement state of RC structures with textile post-reinforcement. The physical nonlinear computational model is based on layered hybrid finite elements with assumed stress distribution, which are extended by the introduction of an arbitrary number of discrete, coupled parallel reference planes in such a way that deformations perpendicular to the reference planes and shear deformations along the interfaces between the layers may be taken into account on a discrete basis. Besides a verification of the method on the basis of experimental results, practical application possibilities are also demonstrated. [Copyright &y& Elsevier]