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KALA, Z. OMISHORE, A. PUKLICKÝ, L.
Originální název
Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
The aim of the study was to analyse the influence of uncertainty of joint stiffness on the uncertainty of buckling lengths of both columns. The input stiffness and output buckling length are considered as fuzzy number. Generally, engineering procedures employed in the design of load-bearing structures of building objects are essentially based on computational procedures that verify valid normative criteria emanating from the static, respectively the dynamic solution of a model of the real structural system. The paper illustrates the modelling of the vague uncertainty of statistical characteristics of kurtosis of the amplitude of initial curvature utilizing fuzzy numbers. The processes of fuzzification, fuzzy analysis (including the utilization of the general extension principle) and defuzzification are described. Fuzzy analysis enables the verification of reliability indices of the fore mentioned standards, generalization of obtained results and further development of design methods of structures according to the limit state theories.
Klíčová slova
Buckling length, fuzzy set, random, structure, steel, imperfection
Autoři
KALA, Z.; OMISHORE, A.; PUKLICKÝ, L.
Rok RIV
2009
Vydáno
25. 7. 2009
ISSN
2029-2317
Periodikum
Engineering Structures and Technologies
Ročník
1
Číslo
3
Stát
Lotyšská republika
Strany od
135
Strany do
140
Strany počet
6
BibTex
@article{BUT49654, author="Zdeněk {Kala} and Abayomi {Omishore} and Libor {Puklický}", title="Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames", journal="Engineering Structures and Technologies", year="2009", volume="1", number="3", pages="135--140", issn="2029-2317" }