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Neural network based prediction schemes of the non-linear seismic response of 3D buildings

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dc.contributor.author Lagaros, ND en
dc.contributor.author Papadrakakis, M en
dc.date.accessioned 2014-03-01T02:53:57Z
dc.date.available 2014-03-01T02:53:57Z
dc.date.issued 2012 en
dc.identifier.issn 09659978 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/36498
dc.subject Computational earthquake engineering en
dc.subject Multiple hazard levels en
dc.subject Neural networks en
dc.subject Non-linear structural dynamic analysis en
dc.subject Performance-based design en
dc.subject RC and steel buildings en
dc.subject.other Earthquake engineering en
dc.subject.other Multiple hazards en
dc.subject.other Nonlinear structural dynamics en
dc.subject.other Performance based design en
dc.subject.other RC and steel buildings en
dc.subject.other Budget control en
dc.subject.other Civil engineering en
dc.subject.other Computational mechanics en
dc.subject.other Design en
dc.subject.other Dynamic analysis en
dc.subject.other Dynamic loads en
dc.subject.other Earthquakes en
dc.subject.other Engineering geology en
dc.subject.other Heuristic methods en
dc.subject.other Seismic design en
dc.subject.other Soft computing en
dc.subject.other Structural dynamics en
dc.subject.other Neural networks en
dc.title Neural network based prediction schemes of the non-linear seismic response of 3D buildings en
heal.type conferenceItem en
heal.identifier.primary 10.1016/j.advengsoft.2011.05.033 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.advengsoft.2011.05.033 en
heal.publicationDate 2012 en
heal.abstract Since early 1980s new families of computational methods, termed as soft computing (SC) methods, have been proposed. SC methods are based on heuristic approaches rather than on rigorous mathematics while their use in various areas of computational mechanics is continuously growing. Artificial neural networks (ANNs), which have been applied in many engineering fields, are among the most popular SC methods. Computational earthquake engineering is a computationally intensive field where ANNs have been used for the simulation of the structural behaviour under static or dynamic loading. Performance-based design (PBD) is the current trend for the seismic design of structural systems where the structural performance is assessed for multiple hazard levels, requiring significant computational effort. In this work a new adaptive scheme is proposed in order to predict the structural non-linear behaviour when earthquake actions of increased severity are considered. The predicted structural response by ANNs can be used in the PBD framework when dynamic analyses are performed, aiming at reducing the excessive computational cost. © 2011 Civil-Comp Ltd and Elsevier Ltd. All rights reserved. en
heal.journalName Advances in Engineering Software en
dc.identifier.doi 10.1016/j.advengsoft.2011.05.033 en
dc.identifier.volume 44 en
dc.identifier.issue 1 en
dc.identifier.spage 92 en
dc.identifier.epage 115 en


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