THEORETICAL STUDIES OF FREE OSCILLATIONS OF A BRIDGE SPAN ESTIMATED WITH A SPAN OF 110 m SERIES 3.501.2-139

Authors

  • T. F. Kharytonova Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • V. I. Borshchov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2005/20448

Keywords:

the outcomes of theoretical research, the first six forms of free vibration of metallic span structures, with box-like close elements

Abstract

The paper considers the outcomes of theoretical research of the first six forms of free vibration of metallic span structures with box-like close elements and the design span size of110 m, of 3.501.2-139 series.

Author Biographies

T. F. Kharytonova, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

T. F. Kharytonova

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

V. I. Borshchov

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Published

2005-03-25

How to Cite

Kharytonova, T. F., & Borshchov, V. I. (2005). THEORETICAL STUDIES OF FREE OSCILLATIONS OF A BRIDGE SPAN ESTIMATED WITH A SPAN OF 110 m SERIES 3.501.2-139. Science and Transport Progress, (6), 207–211. https://doi.org/10.15802/stp2005/20448

Issue

No. 6 (2005): ISSUE 6

Section

TRANSPORT CONSTRUCTION

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