THE STIFFNESS OF THE PILLARS OF REAL 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 «Servisstroi», Russian Federation

DOI:

https://doi.org/10.15802/stp2004/20986

Keywords:

rigidity, bridge supports

Abstract

The article considers the questions of defining the actual rigidity of bridge supports and arising in some cases necessity of replacement the absolutely rigid supports for resilient ones in calculation of the own frequencies of bridge designs.

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, «Servisstroi»

K. V. Hurzhii

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Published

2004-04-25

How to Cite

Soldatov, K. I., Zhelezniak, H. S., & Hurzhii, K. V. (2004). THE STIFFNESS OF THE PILLARS OF REAL BRIDGE STRUCTURES. Science and Transport Progress, (3), 154–160. https://doi.org/10.15802/stp2004/20986

Issue

No. 3 (2004): ISSUE 3

Section

TRANSPORT CONSTRUCTION

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