Збірники наукових праць ЦНТУ

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Author: search.filters.author.Pashynskyi, М.

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    Методика визначення кліматичних навантажень за даними регіональної мережі метеостанцій
    (ЦНТУ, 2023) Пашинський, В. А.; Пашинський, М. В.; Pashynskyi, V.; Pashynskyi, М.
    Методика визначення навантажень і впливів на будівельні конструкції за даними локальної мережі метеостанцій удосконалена шляхом уведення запасів, що враховують випадковий розкид даних найближчих метеостанцій. Визначені доцільні розміри локальної мережі метеостанцій. Обґрунтована можливість відображення територіальної мінливості характеристичних значень снігового та вітрового навантаження рівняннями площини, єдиними для усієї території області. У якості прикладу отримані такі рівняння для п'яти областей України. The work is devoted to the adaptation of the planar approximation method to determine the characteristic values of snow cover weight and wind pressure at a given design point based on the data of a local network of weather stations. Important elements of the research are the provision of specified reserves for the determination of characteristic values, as well as the analysis of the possibility of using a single equation for the entire territory of each of the administrative regions of Ukraine. The initial data are characteristic values of snow cover weight and maximum wind pressure with a recurrence period of 50 years at 171 plain weather stations of Ukraine. According to the data of the weather stations of the region, the equation of the Euclidean plane is established by the method of least squares, which generally reflects the trend of territorial changes in the characteristic value of the load. Calculations for three project points from different geographical regions of Ukraine showed that the equations of the approximating Euclidean plane should be made taking into account the data of the local network of weather stations located within a radius of 100...150 km from the project point. Based on the obtained equation and the geographical coordinates of the design point, the desired characteristic value of the load is calculated. The necessary reserves in determining the characteristic values of the loads are provided taking into account the statistical distribution of the data of individual weather stations relative to the obtained Euclidean plane. In order to substantiate the possibility of describing the trends of territorial changes in the characteristic values of snow and wind loads within the entire territory of the administrative region with a single equation of the Euclidean plane, calculations were made for five regions of Ukraine. The deviations obtained by this equation of the characteristic values of the loads from the actual data of individual weather stations are basically close to the similar deviations of the territorial zoning maps of the current DBN B.1.2-2:2006 "Loads and influences". The results of the study confirmed the possibility of determining the characteristic values of climatic loads at a given geographic (design) point with a given level of security according to the equation of the Euclidean plane, which was established by the method of least squares based on the data of the local network of weather stations in the region. In most cases, this equation can be the same for the entire territory of the administrative region. The division of the territory of the region into parts with significantly different climatic conditions contributes to the reduction of probable errors in determining the characteristic values of loads.
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    Метрологічне забезпечення контролю технічних характеристик будівельних матеріалів і виробів
    (ЦНТУ, 2022) Пашинський, В. А.; Пашинський, М. В.; Дарієнко, В. В.; Pashynskyi, V.; Pashynskyi, М.; Darienko, V.
    На основі теорії похибок та методу лінеаризації функцій випадкових величин отримані робочі формули для оцінювання імовірних похибок експериментального визначення середньої густини, вологості, водопоглинання та міцності при стиску будівельних матеріалів на зразках правильної геометричної форми. Отримані формули дозволяють обґрунтовано вибрати засоби вимірювань з урахуванням необхідної точності визначення технічних характеристик. The problem of assessing the possible relative errors of the technical characteristics of building materials when testing samples of the correct geometric shape has been solved. The work is based on the theory of errors and on the method of linearization of functions of random variables. The technical characteristics of the materials are determined by the equations of indirect measurements through the input parameters, directly measured during the tests with known level of accuracy. Linearization of the equations of indirect measurement allowed to obtain dependences for determining the standard and probable relative errors of determining the average density, humidity, water absorption and compressive strength of building materials. Samples of the correct geometric shape of the following types are considered: cube, parallelepiped, circular cylinder. The input values of the obtained formulas are the size and weight of the samples, as well as the destructive force during compression. The accuracy of direct measurement of these values is determined by the values of division of the corresponding measuring instruments. The obtained formulas give possible relative errors of indirect measurements of the analyzed technical characteristics corresponding to the given two-way security level. The use of the obtained formulas allows you to reasonably choose the means for measuring the input parameters that provide the necessary accuracy of the results of determining the technical characteristics with the maximum ease of performing the measurements. The method for assessing the accuracy and the choice of measuring instruments for measuring the size and mass of samples is illustrated by an example of determining the average density of a mortar based on the results of testing cubic samples of different sizes. The results of the study can be used in the experimental determination of the analyzed technical characteristics of building materials of other types, as well as extended to assess the accuracy of other technical characteristics, which are determined by indirect methods.