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Optimum design of pile foundations

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dc.contributor.author Letsios, Ch en
dc.contributor.author Lagaros, ND en
dc.contributor.author Papadrakakis, M en
dc.date.accessioned 2014-03-01T02:51:46Z
dc.date.available 2014-03-01T02:51:46Z
dc.date.issued 2008 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35642
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-84858397716&partnerID=40&md5=29127e26b1ddd975d872454d53bbbf59 en
dc.subject Design codes en
dc.subject Optimization en
dc.subject Pile foundation en
dc.subject.other Construction costs en
dc.subject.other Design codes en
dc.subject.other Design procedure en
dc.subject.other High rise building en
dc.subject.other Off shore platforms en
dc.subject.other Optimization problems en
dc.subject.other Optimization process en
dc.subject.other Optimum designs en
dc.subject.other Pile foundation design en
dc.subject.other Piled foundations en
dc.subject.other Power station en
dc.subject.other Structural systems en
dc.subject.other Design en
dc.subject.other Drilling platforms en
dc.subject.other Offshore structures en
dc.subject.other Optimization en
dc.subject.other Pile foundations en
dc.subject.other Tall buildings en
dc.subject.other Bridges en
dc.title Optimum design of pile foundations en
heal.type conferenceItem en
heal.publicationDate 2008 en
heal.abstract Given the magnitude and the importance of piled foundations that support highperformance structures such as bridges, high-rise buildings, power stations and offshore platforms, it becomes a necessity to find the best pile foundation design in terms of economy and performance. The foundation cost, for this type of structural systems, can vary from 5% to 20% of the construction cost of the structure while the number of piles required might exceed several thousands. In this study the formulation of an optimization problem is proposed, aiming at achieving the most economical (optimum) design of the pile foundation layout. Two different design procedures are adopted to assess the performance of each candidate design obtained during the optimization process and one real-world structure is considered for testing the proposed formulation. © 2008 Civil-Comp Press. en
heal.journalName Proceedings of the 6th International Conference on Engineering Computational Technology en


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