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A Computational Study of the Homogeneous Algorithm for Large-Scale Convex Optimization
, 1997
"... Recently the authors have proposed a homogeneous and self-dual algorithm for solving the monotone complementarity problem (MCP) [5]. The algorithm is a single phase interior-point type method, nevertheless it yields either an approximate optimal solution or detects a possible infeasibility of th ..."
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Cited by 11 (0 self)
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Recently the authors have proposed a homogeneous and self-dual algorithm for solving the monotone complementarity problem (MCP) [5]. The algorithm is a single phase interior-point type method, nevertheless it yields either an approximate optimal solution or detects a possible infeasibility of the problem. In this paper we specialize the algorithm to the solution of general smooth convex optimization problems that also possess nonlinear inequality constraints and free variables. We discuss an implementation of the algorithm for large-scale sparse convex optimization. Moreover, we present computational results for solving quadratically constrained quadratic programming and geometric programming problems, where some of the problems contain more than 100,000 constraints and variables. The results indicate that the proposed algorithm is also practically efficient. Department of Management, Odense University, Campusvej 55, DK-5230 Odense M, Denmark. E-mail: eda@busieco.ou.dk y ...
Free Material Design via semidefinite programming, Multi-Load Case with Contact
- Conditions, Optimization Laboratory, Faculty of Industrial Engineering and Management, Technion - Israel Institute of Technology
, 1997
"... Abstract. Free material design deals with the question of finding the stiffest structure with respect to one or more given loads which can be made when both the distribution of material as the material itself can be freely varied. The case of one single load has been discussed in several recent pape ..."
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Cited by 10 (3 self)
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Abstract. Free material design deals with the question of finding the stiffest structure with respect to one or more given loads which can be made when both the distribution of material as the material itself can be freely varied. The case of one single load has been discussed in several recent papers and an efficient numerical approach was presented in [7]. We attack here the multi-load situation (understood in the worst-case sense) which is of much more interest for applications but also significantly more challenging, both from the theoretical and the numerical point of view. After a series of transformation steps we reach a problem formulation for which we can prove existence of a solution; a suitable discretization leads to a semidefinite programming problem for which modern polynomial time algorithms of interior-point type are available. A number of numerical examples demonstrates the efficiency of our approach. 1. Introduction. One
Effective reformulations of the truss topology design problem
- Optimization and Engineering
, 2006
"... problem ..."

