Structural Topology Optimization of Braced Steel Frameworks Using Genetic Programming

Created by W.Langdon from gp-bibliography.bib Revision:1.7615

@InProceedings{conf/egice/BaldockS06,

• title = "Structural Topology Optimization of Braced Steel Frameworks Using Genetic Programming",
• author = "Robert Baldock and Kristina Shea",
• booktitle = "Intelligent Computing in Engineering and Architecture, 13th {EG}-{ICE} Workshop",
• publisher = "Springer",
• year = "2006",
• volume = "4200",
• editor = "Ian F. C. Smith",
• ISBN = "3-540-46246-5",
• pages = "54--61",
• series = "Lecture Notes in Computer Science",
• address = "Ascona, Switzerland",
• month = jun # " 25-30",
• note = "Revised Selected Papers",
• bibdate = "2006-12-06",
• bibsource = "DBLP, http://dblp.uni-trier.de/db/conf/egice/egice2006.html#BaldockS06",
• keywords = "genetic algorithms, genetic programming",
• DOI = "doi:10.1007/11888598",
• abstract = "This paper presents a genetic programming method for the topological optimisation of bracing systems for steel frameworks. The method aims to create novel, but practical, optimally-directed design solutions, the derivation of which can be readily understood. Designs are represented as trees with one-bay, one-story cellular bracing units, operated on by design modification functions. Genetic operators (reproduction, crossover, mutation) are applied to trees in the development of subsequent populations. The bracing design for a three-bay, 12-story steel framework provides a preliminary test problem, giving promising initial results that reduce the structural mass of the bracing in comparison to previous published benchmarks for a displacement constraint based on design codes. Further method development and investigations are discussed.",
• notes = "(1) Engineering Design Centre, University of Cambridge, Cambridge, CB2 1PZ, UK (2) Product Development, Technical University of Munich, Boltzmannstrasse 15, D-85748 Garching, Germany",

}

Genetic Programming entries for Robert Baldock Kristina Shea

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