dc.contributor.author |
Koumousis, VK |
en |
dc.contributor.author |
Arsenis, SJ |
en |
dc.date.accessioned |
2014-03-01T02:48:16Z |
|
dc.date.available |
2014-03-01T02:48:16Z |
|
dc.date.issued |
1994 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/33676 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-0028741122&partnerID=40&md5=a7e06cc49e1c85f37c8b42f8b05b1475 |
en |
dc.subject.other |
Optimization |
en |
dc.subject.other |
Performance |
en |
dc.subject.other |
Reinforced concrete |
en |
dc.subject.other |
Structural design |
en |
dc.subject.other |
Multicriterion objective |
en |
dc.subject.other |
Variable mutation scheme |
en |
dc.subject.other |
Weighting factors |
en |
dc.subject.other |
Genetic algorithms |
en |
dc.title |
Genetic algorithms in a multi-criterion optimal detailing of reinforced concrete members |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
1994 |
en |
heal.abstract |
Genetic algorithm is used for the optimal detailed design of reinforced concrete members of multi-storey building. The method synthesises the information from the cross-sectional level, to the member-level and finally to a group of members where the detailed design of the whole group is decided. It is based on a roulette-wheel reproduction scheme, single point crossover and constant or variable mutation scheme. The method decides the detailed design on the basis of a multi-criterion objective that represents a compromise between a minimum weight design, a maximum uniformity and the minimum number of bars for a group of members. |
en |
heal.publisher |
Civil-Comp Limited, Edinburgh, United Kingdom |
en |
heal.journalName |
International Conference on Computational Structures Technology - Proceedings |
en |
dc.identifier.spage |
233 |
en |
dc.identifier.epage |
240 |
en |