THE STUDY OF THE DYNAMICS OF IRREGULAR SPAN LENGTHS OF BRIDGE STRUCTURES

Authors

  • K. I. Soldatov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • H. S. Zhelezniak Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • K. V. Hurzhii «Servysstroi», Russian Federation

DOI:

https://doi.org/10.15802/stp2004/20976

Keywords:

study of the dynamics, irregular run-length, bridge designs

Abstract

The article is devoted to the possibility of replacement of complex inseparable irregular bridge structures by their regular counterparts, with minimal errors in definition of the own frequencies. The analysis has been performed on a real five-span bridge structure, designed under a 66 +126 +147 +115 + 76 – meter scheme.

Author Biographies

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

K. I. Soldatov

H. S. Zhelezniak, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

H. S. Zhelezniak 

K. V. Hurzhii, «Servysstroi»

K. V. Hurzhii 

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Published

2004-08-25

How to Cite

Soldatov, K. I., Zhelezniak, H. S., & Hurzhii, K. V. (2004). THE STUDY OF THE DYNAMICS OF IRREGULAR SPAN LENGTHS OF BRIDGE STRUCTURES. Science and Transport Progress, (4), 221–226. https://doi.org/10.15802/stp2004/20976

Issue

No. 4 (2004): ISSUE 4

Section

TRANSPORT CONSTRUCTION

License

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