THE STUDY OF METAL ARCHED BRIDGE DYNAMIC OVER THE OLD DNIEPER RIVER IN ZAPOROZHYE

Authors

  • K. Y. Soldatov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine
  • A. H. Kriuk Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2004/21022

Keywords:

metal arch bridge, «resilient models» technique

Abstract

The article, based on the example of an existing metal arch bridge in Zaporozhye, considers application of the «resilient models» technique in calculations of oscillations and stability of such structures. The own free vertical oscillations of the arch span of the bridge were found to be in a forbidden range (0.45 to 0.60 sec). Based on the presented technique, recommendations The article, based on the example of an existing have been developed on reconstruction and dynamic stabilization of the arch span structure.

Author Biographies

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

K. Y. Soldatov

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

A. H. Kriuk

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Published

2004-04-25

How to Cite

Soldatov, K. Y., & Kriuk, A. H. (2004). THE STUDY OF METAL ARCHED BRIDGE DYNAMIC OVER THE OLD DNIEPER RIVER IN ZAPOROZHYE. Science and Transport Progress, (3), 161–164. https://doi.org/10.15802/stp2004/21022

Issue

No. 3 (2004): ISSUE 3

Section

TRANSPORT CONSTRUCTION

License

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