A new branch and bound method for a discrete truss topology design problem

DOI10.1007/s10589-012-9487-6zbMath1267.90175OpenAlexW2015982615WikidataQ57736543 ScholiaQ57736543MaRDI QIDQ1938912

Fernando Bastos, Agostinho Agra, Adelaide Cerveira, Joaquim A. S. Gromicho

Publication date: 25 February 2013

Published in: Computational Optimization and Applications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10589-012-9487-6

zbMATH Keywords

global optimizationquadratic programmingbranch and boundsemi-definite programmingstiffnesstruss topology design

Mathematics Subject Classification ID

Semidefinite programming (90C22) Integer programming (90C10) Polyhedral combinatorics, branch-and-bound, branch-and-cut (90C57)

Related Items (4)

Cardinality-constrained distributionally robust portfolio optimization ⋮ On Integrality in Semidefinite Programming for Discrete Optimization ⋮ Global optimization of trusses with constraints on number of different cross-sections: a mixed-integer second-order cone programming approach ⋮ A branch-and-cut algorithm for solving mixed-integer semidefinite optimization problems

Cites Work

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• A New Method for Optimal Truss Topology Design
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• Global optimization of minimum weight truss topology problems with stress, displacement, and local buckling constraints using branch‐and‐bound

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