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SCHEME OF CONTROL OF ENGINEERING STRUCTURES’ TECHNICAL CONDITION

https://doi.org/10.30932/1992-3252-2016-14-5-20

Abstract

For the English abstract and full text of the article please see the attached PDF-File (English version follows Russian version).ABSTRACT Reliability of artificial structures on the railways is directly related to safety of life of passengers and cargo. The proposed scheme of control of technical condition of the span allows to calculate with a great precision design reliability and to predict its changes, to respond flexibly to the dynamics of the operating conditions, as well as to control optimally the processes by the criterion «reliability-cost». Keywords: railway engineering structures, span, reliability, security, recursive algorithm, optimal interval. REFERENCES 1.GOST R54257-2010.Reliability of constructions and foundations.Fundamentals and requirements.Introduced on 01.09.2011 [GOST R54257-2010. Nadezhnost’ stroitel’nyh konstrukcij i osnovanij. Osnovnye polozhenija i trebovanija. Vved. 01.09.2011]. 2.Kos, O. I. Recursive algorithm for calculating and predicting the probability of failure-free operation of artificial structures [Rekurrentnyj algoritm rascheta i prognozirovanija verojatnosti bezotkaznoj raboty iskusstvennyh sooruzhenij].Transportnoe stroitel’stvo, 2016, Iss.6, pp.16-20. 3.Osipov, O. Durability of metal superstructures of operated railway bridges [Dolgovechnost’ metallicheskih proletnyh stroenij ekspluatiruemyh zheleznodorozhnyh mostov].Moscow, Transport publ., 1982, 287 p. 4.Smirnov, V. Yu., Kos, O. I. Optimum Time Spans of Preventive Replacements for Railway Engineering Structures.World of Transport and Transportation, Vol.11, 2013, Iss.1, pp.152-155. 5.Kos, O. I. Forecast of Wear of Metal Bridge Spans.World of Transport and Tranposrtation, Vol.12, 2014, Iss.5, pp.82-89. 6.Instruction on evaluation of state and maintenance of artificial structures on the railways of the Russian Federation / Department of track and structures of JSC Russian Railways [Instrukcija po ocenke sostojanija i soderzhanija iskusstvennyh sooruzhenij na zheleznyh dorogah Rossijskoj Federacii / Departament puti i sooruzhenij OAO «RZhD»].Moscow, 2006, 120 p. 7.Ryabinin, I. A. Reliability and safety of structurally complex systems [Nadezhnost’ i bezopasnost’ strukturno-slozhnyh system].St.Petersburg, Politehnika publ., 2000, 248 p. 8.Integrated Life-time Engineering of Buildings and Civil Infrastructures // 2nd International Symposim.2003, 640 p. 9.Barlow, R.E., Proschan, F. Mathematical Theory of Reliability.New York, Wiley, 1965, 258 p. 10.Walley, P. Statistical Reasoning with Imprecise Probabilities.London, Chapman and Hall, 1991, 706 p. 11.Linzhong, D. Artificial Intelligence Techniques for Bridge Reliability assessment, 2011, 188p.

About the Author

O. I. Kos
Московский государственный университет путей сообщения (МИИТ)
Russian Federation


References

1. ГОСТ Р 54257-2010.Надежность строительных конструкций и оснований.Основные положения и требования.Введ. 01.09.2011.

2. Кос О. И. Рекуррентный алгоритм расчета и прогнозирования вероятности безотказной работы искусственных сооружений// Транспортное строительство. - 2016. - № 6. - С. 16-20.

3. Осипов В. О. Долговечность металлических пролетных строений эксплуатируемых железнодорожных мостов. - М.: Транспорт, 1982. - 287 с.

4. Смирнов В. Ю., Кос О. И. Оптимальный интервал предупредительных замен для искусственных сооружений железных дорог// Мир транспорта. - 2013. - № 1. - С. 152-155.

5. Кос О. И. Прогноз износа металлических мостовых пролетов // Мир транспорта. - 2014. - № 5. - С. 82-89.

6. Инструкция по оценке состояния и содержания искусственных сооружений на железных дорогах Российской Федерации / Департамент пути и сооружений ОАО «РЖД» - М., 2006. - 120 с.

7. Рябинин И. А. Надежность и безопасность структурно-сложных систем. - СПб.: Политехника, 2000. - 248 с.

8. Integrated Life-time Engineering of Buildings and Civil Infrastructures // 2nd International Symposim.2003, 640 p.

9. Barlow R. E., Proschan F. Mathematical Theory of Reliability// New York: Wiley, 1965.258 p.

10. Walley P. Statistical Reasoning with Imprecise Probabilities.Chapman and Hall, London, 1991, 706 p.

11. Linzhong D. Artificial Intelligence Techniques for Bridge Reliability assessment., 2011, 188p.


Review

For citations:


Kos O.I. SCHEME OF CONTROL OF ENGINEERING STRUCTURES’ TECHNICAL CONDITION. World of Transport and Transportation. 2016;14(5):198-204. https://doi.org/10.30932/1992-3252-2016-14-5-20

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ISSN 1992-3252 (Print)