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- W2321805633 abstract "This paper presents a fuzzy-logic-based approach to the definition of buckling length evoked by the uncertainty of joint stiffness and boundary conditions for the member support. The example demonstrates a lucid and specific application of fuzzy sets in modelling uncertainties in design. To carry out analysis, the extension principle in the form of α-cuts was used. Buckling lengths were analysed utilizing stability solution according to the second-order theory. The beam finite element method with the shape functions of sin and sinh was utilized in the analysis taking into account valuable information on the uncertainties of input data. Formaliosios logikos analizės pritaikymas plokščių rėmų skaičiuojamųjų ilgių nustatymui Santrauka. Straipsnis pateikia siūlomą skaičiuojamojo ilgio nustatymo metodą, grįstą formaliąja logika, sukeltą esant nepastoviam jungčių standumui ir elemento atramų ribinėms sąlygoms. Pateiktas pavyzdys demonstruoja aiškų ir specifinį formaliosios aibės pritaikomumą modeliuojant nepastovumą projektavimo metu. Skaičiuojamasis ilgis buvo analizuojamas panaudojant stabilumo sprendinius taikant antros eilės teoriją. Sijos baigtinių elementų metodas su sinuso ir hiperbolinio sinuso formos funkcijomis buvo pritaikytas analizėje. Ivedamų duomenų nepastovumas taip pat buvo įvertintas analizėje. Reikšminiai žodžiai: plienas, betonas, konstrukcija, projektavimas, patikimumas, atsitiktinis, formalioji logika, trūkumas. First Published Online: 16 May 2013" @default.
- W2321805633 created "2016-06-24" @default.
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- W2321805633 date "2009-01-01" @default.
- W2321805633 modified "2023-09-30" @default.
- W2321805633 title "Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames" @default.
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- W2321805633 doi "https://doi.org/10.3846/skt.2009.16" @default.
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