CALCULATION OF RELIABILITY OF METAL STRUCTURAL CONSTRUCTION OF A SYSTEM
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Abstract
Calculation of reliability of metal structural construction of a system is shown, particularly of largespan spatial metal constructions of coverage. The task of direct evaluation of reliability of a complex spatial construction system when using DPD-method is considered, for which the functions of influence, connecting actions and their effects, are set on the basis of non-linear calculations with the usage of the method of finite elements. The methodology of research of the reliability parameters of structural constructions of “BSTU” system is proposed. Constructional forms of large-span spatial constructions and evaluation of the parameters of their reliability are analyzed.
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References
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