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Optimization and nonsmooth analysis

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TLDR
The Calculus of Variations as discussed by the authors is a generalization of the calculus of variations, which is used in many aspects of analysis, such as generalized gradient descent and optimal control.
Abstract
1. Introduction and Preview 2. Generalized Gradients 3. Differential Inclusions 4. The Calculus of Variations 5. Optimal Control 6. Mathematical Programming 7. Topics in Analysis.

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Journal ArticleDOI

Convergence Properties of the Inexact Levenberg-Marquardt Method under Local Error Bound Conditions

TL;DR: This paper shows that the inexact Levenberg-Marquardt method (ILMM), which does not require computing exact search directions, has a superlinear rate of convergence under the same local error bound assumption and proposes the ILMM with Armijo's stepsize rule that has global convergence under mild conditions.
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Sample average approximation methods for a class of stochastic variational inequality problems

TL;DR: Under some moderate conditions, it is shown that the sample average approximated SVIP has a solution with probability one and with probability approaching one exponentially fast with the increase of sample size, the solution converges to its true counterpart.
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Optimality and duality theory for stochastic optimization problems with nonlinear dominance constraints

TL;DR: A new splitting approach is developed to these models, optimality conditions and duality theory, which is used to construct special decomposition methods for stochastic dominance constraints of second order.
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Global stabilization of rigid formations in the plane

TL;DR: A constructive perturbation method is proposed and combined with the conventional gradient control law that stabilizes the desired rigid formation in a global sense for all initial conditions except the case when a pair of communicating agents happen to have the same initial location.
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On the optimal design of columns against buckling

TL;DR: In this paper, the authors established existence, derived necessary conditions, infer regularity, and construct and test an algorithm for the maximization of a column's Euler buckling load under a variety of boundary conditions over a general class of admissible designs.