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020 _a9783030128197
024 7 _a10.1007/978-3-030-12819-7
_2doi
040 _bspa
_dES-MaUEC
_cES-MaUEC
050 4 _a T57.62
_b2019 EB
100 1 _aJensen, Hector
_eautor
_4aut
_9673182
245 1 0 _aSub-structure Coupling for Dynamic Analysis :
_bApplication to Complex Simulation-Based Problems Involving Uncertainty
_cby Hector Jensen, Costas Papadimitriou.
264 1 _aCham
_bSpringer International Publishing :
_bImprint: Springer
_c2019.
300 _a1 recurso en línea (XIII, 227 páginas)
_b106 ilustraciones, 47 ilustraciones a color
336 _2rdacontent
_aTexto
_btxt
337 _2rdamedia
_aelectrónico
_bc
338 _2rdacarrier
_arecurso electrónico
_bcr
347 _atext file
_bPDF
490 0 _aEngineering (Springer-11647)
490 0 _aLecture Notes in Applied and Computational Mechanics
_x1613-7736 ;
_v89
505 0 _aModel Reduction Techniques for Structural Dynamic Analyses -- Parametrization of Reduced-Order Models Based on Normal Modes -- Parametrization of Reduced-Order Models Based on Global Interface Reduction -- Reliability Analysis of Dynamical Systems -- Reliability Sensitivity Analysis of Dynamical Systems -- Reliability-Based Design Optimization -- Bayesian Finite Element Model Updating.
520 3 _aThis book combines a model reduction technique with an efficient parametrization scheme for the purpose of solving a class of complex and computationally expensive simulation-based problems involving finite element models. These problems, which have a wide range of important applications in several engineering fields, include reliability analysis, structural dynamic simulation, sensitivity analysis, reliability-based design optimization, Bayesian model validation, uncertainty quantification and propagation, etc. The solution of this type of problems requires a large number of dynamic re-analyses. To cope with this difficulty, a model reduction technique known as substructure coupling for dynamic analysis is considered. While the use of reduced order models alleviates part of the computational effort, their repetitive generation during the simulation processes can be computational expensive due to the substantial computational overhead that arises at the substructure level. In this regard, an efficient finite element model parametrization scheme is considered. When the division of the structural model is guided by such a parametrization scheme, the generation of a small number of reduced order models is sufficient to run the large number of dynamic re-analyses. Thus, a drastic reduction in computational effort is achieved without compromising the accuracy of the results. The capabilities of the developed procedures are demonstrated in a number of simulation-based problems involving uncertainty.
988 _aPrimersemestre_2019_Engineering
650 7 _2embne
_9138672
_aMétodos de simulación
700 1 _aPapadimitriou, Costas.
_eautor
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_998730
776 0 8 _iPrinted edition:
_z9783030128180
776 0 8 _iPrinted edition:
_z9783030128203
776 0 8 _iPrinted edition:
_z9783030128210
856 4 0 _uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-12819-7
_zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942 _2lcc
_cLE
998 _dz
_feng
_ggw
_h0
_b04/2020
_ea
_zSI