2020
DOI: 10.1088/1757-899x/883/1/012024
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Design method for reinforced concrete structure durability with the use of safety coefficient by service life period

Abstract: The given method uses the safety coefficient by service life period and similar principles as for stochastic method. Moreover, the problem of forecasting the safety is examined in a deterministic form. The given option for the solution is compact in terms of design on an applied level in the format of the boundary conditions method, keeping the efficient control of safety within the service life period. This method has the advantage to design reinforced concrete structures for specified service life period. Th… Show more

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Cited by 6 publications
(4 citation statements)
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“…Therefore, the reservoirs located in the basins of these rivers are often damaged by floods. It is caused by the accumulation of large amounts of sediments in the basins of water and flood reservoirs built in the river basins [8][9][10][11][12][13][14][15][16][17][18][19].…”
Section: Resultsmentioning
confidence: 99%
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“…Therefore, the reservoirs located in the basins of these rivers are often damaged by floods. It is caused by the accumulation of large amounts of sediments in the basins of water and flood reservoirs built in the river basins [8][9][10][11][12][13][14][15][16][17][18][19].…”
Section: Resultsmentioning
confidence: 99%
“…Parameters of turbid sediments in flood reservoirs, which have been in use for several years, differ sharply from the design calculations. According to the results of the research, the total volume of sedimentary deposits in these reservoirs can be determined as follows [4][5][6][7][8][9][10][11][12][13]:…”
Section: Resultsmentioning
confidence: 99%
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“…Therefore, it is no coincidence, which the study of erosion processes caused by wave flows.In most cases, begins with the study of the structural features of the boundary layer, which in natural conditions is predominantly turbulent. Now, thanks to the fundamental research of a number of authors [3,8,9,18,19,20], in the theory of the boundary layer to achieve sufficiently great success. However, in view of the great mathematical difficulties in describing the process of formation of a boundary layer under conditions of an oscillatory (oscillating) nature of motion.At the present stage, there are still entertaining gaps, and first of all, in the field of reliable quantitative assessment of the parameters of non-stationary layers, which largely determines the correctness making design decisions in hydraulic engineering.…”
Section: Introductionmentioning
confidence: 99%