Evaluation of the technical state of ferroconcrete railway bridges

Authors

  • A. V. Harmash Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • V. I. Solomka Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • O. V. Horbova Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6868

Keywords:

technical estimation, reliability, presence of defects, superstructure

Abstract

Methods of technical state estimation, such as method of classification, mark estimation and law of probability method, are considering in this article. In order to receive maximal precise estimation it is proposed to use the complex way, which includes all three methods.

 

Author Biographies

A. V. Harmash, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

А. В. Гармаш

V. I. Solomka, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

В. І. Соломка

O. V. Horbova, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

О. В. Горбова

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Published

2011-12-25

How to Cite

Harmash, A. V., Solomka, V. I., & Horbova, O. V. (2011). Evaluation of the technical state of ferroconcrete railway bridges. Science and Transport Progress, (39), 33–36. https://doi.org/10.15802/stp2011/6868

Issue

No. 39 (2011): ISSUE 39

Section

TRANSPORT CONSTRUCTION

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