Sensitivity Analysis of Steel Box-Section Girders.

dc.contributor.authorLis, Paweł
dc.contributor.authorKotełko, Maria
dc.date.accessioned2017-09-07T10:39:31Z
dc.date.available2017-09-07T10:39:31Z
dc.date.issued2013
dc.description.abstractThe paper deals with the load–carrying capacity stochastic variance based sensitivity analysis of thin–walled box–section girder subjected to pure bending. The lower– and uppe-r-bound load–capacity estimation is performed. The methodology is based on the Monte-Carlo method . The exemplary results are presented in diagrams and pie charts showing the sensitivity of load–capacity to different random input variables. The analysis is focused on the variance of the yield stress of the girder material and girder’s wall thickness. Some final conclusions, concerning an efficiency of the applied models and the sensitivity analysis are derived.en_EN
dc.identifier.citationMechanics and Mechanical Engineering Vol. 17, No. 4, 2013, str. 291–300en_EN
dc.identifier.issn1428-1511
dc.identifier.urihttp://hdl.handle.net/11652/1704
dc.language.isoenen_EN
dc.publisherLodz University of Technology. Faculty of Mechanical Engineering. Department Division of Dynamics.en_EN
dc.publisherWydawnictwo Politechniki Łódzkiej. Wydział Mechaniczny. Katedra Dynamiki Maszyn.pl_PL
dc.relation.ispartofseriesMechanics and Mechanical Engineering Vol. 17, No. 4, 2013en_EN
dc.subjectthin–walled structuresen_EN
dc.subjectload–capacityen_EN
dc.subjectsensitivity analysisen_EN
dc.subjectcienkościenne strukturypl_PL
dc.subjectładownośćpl_PL
dc.subjectanaliza wrażliwościpl_PL
dc.titleSensitivity Analysis of Steel Box-Section Girders.en_EN
dc.typeArtykułpl_PL
dc.typeArticleen_EN

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