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dc.creatorLagaros, N. D.en
dc.creatorTsompanakis, Y.en
dc.creatorFragiadakis, M.en
dc.creatorPapadrakakis, M.en
dc.date.accessioned2015-11-23T10:37:24Z
dc.date.available2015-11-23T10:37:24Z
dc.date.issued2006
dc.identifier10.4018/978-1-59904-099-8.ch011
dc.identifier.isbn9781599040998
dc.identifier.urihttp://hdl.handle.net/11615/30155
dc.description.abstractEarthquake-resistant design of structures using probabilistic analysis is an emerging field in structural engineering. The objective of this chapter is to investigate the efficiency of soft computing methods when incorporated into the solution of computationally intensive earthquake engineering problems. Two methodologies are proposed in this work where limit-state probabilities of exceedance for real world structures are determined. Neural networks based metamodels are used in order to replace a large number of time-consuming structural analyses required for the calculation of a limit-state probability. The Rprop algorithm is employed for the training of the neural networks; using data obtained from appropriately selected structural analyses. © 2007, Idea Group Inc.en
dc.sourceIntelligent Computational Paradigms in Earthquake Engineeringen
dc.source.urihttp://www.scopus.com/inward/record.url?eid=2-s2.0-84900670378&partnerID=40&md5=5ee670558f0bb75b856c261bb2a99f8a
dc.titleSoft computing techniques in probabilistic seismic analysis of structuresen
dc.typebookChapteren


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