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By Alphose Zingoni

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Additional resources for Advances and trends in structural engineering, mechanics, and computation : proceedings of the Fourth International Conference on Structural Enginering, Mechanics and Computation, 6-8 September 2010, Cape Town, South Africa

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The critical instability thresholds are identified as those values of the loading parameter for which a displacement (or some other mechanically relevant field) becomes unbounded. The first chapter of the classic text (Timoshenko 1961) contains a representative selection of problems in this direction. From a theoretical point of view, linear imperfect problems are related to generalised eigenvalue problems associated to inhomogeneous differential equations, such as where Er , Eθ , and Grθ have the usual connotations.

1994. Flow-induced vibrations. Balkema. [3] Hughes, T. and Cottrell, J. , 2005. Isogeometric analysis: CAD, finite elements, NURBS, exact geometry, and mesh refinement. Computer Methods in Applied Mechanics and Engineering, 194:4135–4195. [4] Argyris, J. , 1969. Finite elements in space and time. Journal of the Royal Aeronautical Society, 73:1041–1044. [5] Hughes, T. , 1988. Space-time finite element methods for elastodynamics: formulations and error estimates. Computer Methods in Applied Mechanics and Engineering, 66:339–363.

7] Sun, P. and Dinkler, D. and Zilian. , 2008. Simulation der aktiven Schwingungskontrolle von Fluid-StrukturWechselwirkung durch piezoelektrische Materialien. PAMM, 8:10519–10520. ) © 2010 Taylor & Francis Group, London, ISBN 978-0-415-58472-2 Computation method for the prediction of gust-induced vibrations for permeable membrane cladding elements F. Kemper & M. Feldmann Institute for Steel Structures, RWTH Aachen University J. Kuck Feldmann + Weynand GmbH, Aachen ABSTRACT Table 1. S00 Due to the current tendency towards permeable membrane elements as lightweight and translucent silhouettes for buildings, dynamical wind aspects become more relevant during the design phase.

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