Vol. 17, No. 8
Постійний URI для цього зібранняhttps://repositary.knuba.edu.ua/handle/987654321/35
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Документ Application of graph theory in the energy efficient architectural design(KNUCA, 2015) Bolgarova, NataliaEnergy-efficient house is considered as a structure consisting of individual elements (volumes). To analyze their relationships with the architectural design of objects suggested to use one of the methods section of mathematics – graph theory. There are basic principles of the theory, which can be used to generate functional and spatial structure of the energy-efficientbuilding.Документ Defining the basic parameters of vibration settings for sealing horizontal surfaces(KNUCA, 2015) Ruchynskyy, Mykola; Zapryvoda, AndriyAre examined and defined pattern vibratory motion to form horizontal surfaces on the basis of the account of wave phenomena and bias voltages. Given numerical values screeds and rheological characteristics of sealing concrete. Based on the analysis of the energy balance, motion qualities limits are defined. Analytical dependences for the estimation of main parameters of the effective vibroimpact mode are suggested as well as the motion stability layout of the analyzed system is cited.Документ Morphogenesis and correction of planar rod constructions with a small amount of free nodes(KNUCA, 2015) Skochko, VolodymyrThis publication is devoted to practical aspects of a new method of form correction of planar rod constructions. This method should be used after the initial shape of the frame construction is already defined. At the same time, suggested method makes it possible to determine the components of the stress-strain state of the construction and has the same mathematical foundation as a method of cutting out of nodes in theoretical mechanics. Also, the article demonstrates the principle of applying the method on the example of correction of form of elementary frame construction with hinge joint of rods. An example illustrates the advantages of this method over methods of numerical simulation, because it does not require changing of instrument base during the transition from automated shaping of construction to determination of efforts in its rods.