2MSME - Laboratoire de Modélisation et Simulation Multi Echelle (Université Paris-Est, 5 Bd Descartes, 77454 Marne-la-Vallée, Cedex 2
Université Paris-Est Créteil Val de Marne (UPEC) Faculté des Sciences et Technologie - Equipe de Biomécanique
61 avenue du général de Gaulle 94010 Créteil Cedex - France)
Abstract : This chapter presents the linear dynamic analysis for complex structures, which is the most frequent case encountered in practice. For this situation, one of the most efficient modeling strategy is based on a formulation in the frequency domain (structural vibrations). There are many advantages to use a frequency domain formulation instead of a time domain formulation because the modeling can be adapted to the nature of the physical responses which are observed. This is the reason why the low-, the medium- and the high-frequency ranges are introduced. The different types of vibration responses of a linear dissipative complex structure lead us to define the frequency ranges of analysis.
https://hal-upec-upem.archives-ouvertes.fr/hal-00805619 Contributor : Christian SoizeConnect in order to contact the contributor Submitted on : Thursday, March 28, 2013 - 2:13:15 PM Last modification on : Friday, August 5, 2022 - 2:53:59 PM
Roger Ohayon, Christian Soize. Structural Dynamics. B. Engquist (Editor) Encyclopedia of Applied and Computational Mathematics (EACM), Springer-Verlag, Berlin, Heidelberg, pp. 1424-1429, 2015, ⟨10.1007/978-3-540-70529-1⟩. ⟨hal-00805619⟩