2011
DOI: 10.1137/100795772
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Convergence Rates for Greedy Algorithms in Reduced Basis Methods

Abstract: The reduced basis method was introduced for the accurate online evaluation of solutions to a parameter dependent family of elliptic partial differential equations. Abstractly, it can be viewed as determining a "good" n dimensional space H n to be used in approximating the elements of a compact set F in a Hilbert space H. One, by now popular, computational approach is to find H n through a greedy strategy. It is natural to compare the approximation performance of the H n generated by this strategy with that of … Show more

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Cited by 337 publications
(441 citation statements)
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“…Chapter 3 guides the reader through different sampling strategies, providing a comparison between classic techniques based on Singular Value Decomposition (SVD), Proper Orthogonal Decomposition (POD) and greedy algorithms. In this context it also discusses recent results on a priori convergence in the context of the concept of the Kolmogorov N-width [10]. Chapter 4 contains a thorough discussion of the computation of lower bounds for stability factors lower bounds and a comparative discussion of the various techniques.…”
Section: Prefacementioning
confidence: 99%
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“…Chapter 3 guides the reader through different sampling strategies, providing a comparison between classic techniques based on Singular Value Decomposition (SVD), Proper Orthogonal Decomposition (POD) and greedy algorithms. In this context it also discusses recent results on a priori convergence in the context of the concept of the Kolmogorov N-width [10]. Chapter 4 contains a thorough discussion of the computation of lower bounds for stability factors lower bounds and a comparative discussion of the various techniques.…”
Section: Prefacementioning
confidence: 99%
“…Our vector field variable u(µ) = (u 1 (µ), u 2 (µ)) is the displacement of the elastic block under the applied load: the displacement satisfies the plane-strain linear elasticity equations in Ω in combination with the following boundary conditions: homogeneous Neumann (load-free) conditions are imposed on the top and bottom boundaries Γ top and Γ base of the block; homogeneous Dirichlet n · u = µ [9] on Γ 1 , n · u = µ [10] on Γ 2 , n · u = µ [11] on Γ 3 , representing traction loads. The output of interest s(µ) is the integrated horizontal (traction/compression) displacement over the full loaded boundary Γ right , given by…”
Section: Illustrative Example 2: Linear Elasticity Partmentioning
confidence: 99%
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