000 04462nam a22004935i 4500
001 u372893
003 SIRSI
005 20160812084120.0
007 cr nn 008mamaa
008 100603s2010 xxk| s |||| 0|eng d
020 _a9781849963237
_9978-1-84996-323-7
040 _cMX-MeUAM
050 4 _aQ342
082 0 4 _a006.3
_223
100 1 _aMarwala, Tshilidzi.
_eauthor.
245 1 0 _aFinite-element-model Updating Using Computional Intelligence Techniques
_h[recurso electrónico] :
_bApplications to Structural Dynamics /
_cby Tshilidzi Marwala.
264 1 _aLondon :
_bSpringer London,
_c2010.
300 _aXV, 250 p.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
505 0 _ato Finite-element-model Updating -- Finite-element-model Updating Using Nelder–Mead Simplex and Newton Broyden–Fletcher–Goldfarb–Shanno Methods -- Finite-element-model Updating Using Genetic Algorithm -- Finite-element-model Updating Using Particle-swarm Optimization -- Finite-element-model Updating Using Simulated Annealing -- Finite-element-model Updating Using the Response-surface Method -- Finite-element-model Updating Using a Hybrid Optimization Method -- Finite-element-model Updating Using a Multi-criteria Method -- Finite-element-model Updating Using Artificial Neural Networks -- Finite-element-model Updating Using a Bayesian Approach -- Finite-element-model Updating Applied in Damage Detection -- Conclusions and Emerging State-of-the-art.
520 _aFinite element models (FEMs) are widely used to understand the dynamic behaviour of various systems. FEM updating allows FEMs to be tuned better to reflect measured data and may be conducted using two different statistical frameworks: the maximum likelihood approach and Bayesian approaches. Finite Element Model Updating Using Computational Intelligence Techniques applies both strategies to the field of structural mechanics, an area vital for aerospace, civil and mechanical engineering. Vibration data is used for the updating process. Following an introduction a number of computational intelligence techniques to facilitate the updating process are proposed; they include: • multi-layer perceptron neural networks for real-time FEM updating; • particle swarm and genetic-algorithm-based optimization methods to accommodate the demands of global versus local optimization models; • simulated annealing to put the methodologies into a sound statistical basis; and • response surface methods and expectation maximization algorithms to demonstrate how FEM updating can be performed in a cost-effective manner; and to help manage computational complexity. Based on these methods, the most appropriate updated FEM is selected using the Bayesian approach, a problem that traditional FEM updating has not addressed. This is found to incorporate engineering judgment into finite elements systematically through the formulations of prior distributions. Throughout the text, case studies, specifically designed to demonstrate the special principles are included. These serve to test the viability of the new approaches in FEM updating. Finite Element Model Updating Using Computational Intelligence Techniques analyses the state of the art in FEM updating critically and based on these findings, identifies new research directions, making it of interest to researchers in strucural dynamics and practising engineers using FEMs. Graduate students of mechanical, aerospace and civil engineering will also find the text instructive.
650 0 _aEngineering.
650 0 _aComputer simulation.
650 0 _aComputer science.
650 0 _aMechanical engineering.
650 0 _aCivil engineering.
650 1 4 _aEngineering.
650 2 4 _aComputational Intelligence.
650 2 4 _aStructural Mechanics.
650 2 4 _aComputational Science and Engineering.
650 2 4 _aSimulation and Modeling.
650 2 4 _aMathematical Modeling and Industrial Mathematics.
650 2 4 _aCivil Engineering.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9781849963220
856 4 0 _zLibro electrónico
_uhttp://148.231.10.114:2048/login?url=http://link.springer.com/book/10.1007/978-1-84996-323-7
596 _a19
942 _cLIBRO_ELEC
999 _c200773
_d200773