THE NECESSITY OF THE INFLUENCE OF LONGITUDINAL FORCES ACCOUNTING, ARISING IN THE DOUBLE-HINGED CONCRETE ARCH DURING THE POWER IMPACTS

Authors

  • O. F. Tatarinov Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2007/17565

Keywords:

flexibility, arch

Abstract

The basis of calculation of flexibility of steel-concrete building elements is offered on the example of archs of continual cross-section. The numerical calculations, confirming the necessity of calculation of flexibility characteristics while calculating elements of small cross-section.

Author Biography

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

O. F. Tatarinov

Published

2007-12-25

How to Cite

Tatarinov, O. F. (2007). THE NECESSITY OF THE INFLUENCE OF LONGITUDINAL FORCES ACCOUNTING, ARISING IN THE DOUBLE-HINGED CONCRETE ARCH DURING THE POWER IMPACTS. Science and Transport Progress, (19), 235–237. https://doi.org/10.15802/stp2007/17565

Issue

Section

TRANSPORT CONSTRUCTION