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O. M. Bondaryev,V. L. Gorobets?,Ye. M. Dzichkovs?kyy,O. Ye. Kryvchykov,D. O. Yagoda,V. S. Bondaryeva
Pág. 17 - 27
In the article the results of a set of works directed to providing the prolongation of service life of the traction assemblies OPE1A (???1?) are presented.
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O. H. Kesariiskyi,Yu. L. Zaiats,P. O. Pshinko
Pág. 124 - 132
The article is dealt with the results of research of the reinforced concrete element by means of the laser interferometry method.
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S. A. Kostrytsia,B. M. Tovt
Pág. 17 - 23
In the article the results of analytical and experimental studies of the stressed-and-strained state of load-bearing elements of structure of ballast prism planner of SPZ-5/UA are presented. The analytical research is performed using the finite ele...
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K. ?. Moiseienko
Pág. 114 - 123
The results of verification strength test in site of the switch type R65 mark 1/11 of the design Dn 355 are presented.
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V. I. Chaplyhin,O. V. Hrechko
Pág. 132 - 140
The geomechanical design model of soil base, corresponding to the physical state of soils (underworked by horizontal cylindrical boreholes) under the strip foundation, is offered. The block diagram of device for control of parameters of the system «under...
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N. N. Moroz
Pág. 266 - 269
The algorithm of calculation of stressed-and-strained state for determination of the optimum friction forces and the diameter of round sheet blank is developed. The theoretical results are compared with the experimental research data. The optimum values ...
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T. N. Azizov,A. V. Melnik,A. S. Melnik
Pág. 10 - 14
The article is dealt with the methodology of determination of stressed-and-strained state for the reinforced concrete hollow-section elements with normal cracks as a result of torque rigidity. It is shown that the inflexibility of elements of bridges and...
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Y. Y. Luchko,M. I. Ignatishin
Pág. 161 - 166
In this article the numerical and analytical methods of calculation of the stressed-and-strained state of bridge constructions are considered. The task on increasing of reliability and accuracy of the numerical method and its solution by means of calcula...
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I. K. Badalakha
Pág. 82 - 89
The article shows the result of solving the problem on the stressed-and-strained state of an elastic semi-space because of the load action, which is uniformly distributed over the strip of constantly width and final or infinite length, with the use of no...
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I. I. Kyrpa,P. O. Pshinko
Pág. 90 - 95
This article presents the results of experimental-and-theoretical research of stressed-and-strained state of flexible ferro-concrete structural member provided with the conventional steel reinforcement and subjected to bending as per Modification ? 1 to ...
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