IMPACT OF THE TEMPERATURE-UNSPLIT SPANS ON STIFF CHARACTERISTICS OF FRAMEWORKS

Authors

  • P. M. Koval State Road Scientific and Research Institute named after M.P.Shulhin, Kiev, Ukraine
  • A. E. Fal State Road Scientific and Research Institute named after M.P.Shulhin, Kiev, Ukraine
  • A. P. Verovka NTU, Kiev, Ukraine

DOI:

https://doi.org/10.15802/stp2010/13186

Keywords:

the beam building, stiffness characteristics, temperature indistinguishability

Abstract

Natural tests of existing temperature-unsplit spans are described. The data obtained during test and theoretical computations are analyzed; the constructive factor is determined. The comparison of theoretical computations of spatial models in the LIRA SOFTWARE is carried out.

Author Biographies

P. M. Koval, State Road Scientific and Research Institute named after M.P.Shulhin, Kiev

P. M. Koval

A. E. Fal, State Road Scientific and Research Institute named after M.P.Shulhin, Kiev

A. E. Fal

A. P. Verovka, NTU, Kiev

A. P. Verovka

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Published

2010-08-25

How to Cite

Koval, P. M., Fal, A. E., & Verovka, A. P. (2010). IMPACT OF THE TEMPERATURE-UNSPLIT SPANS ON STIFF CHARACTERISTICS OF FRAMEWORKS. Science and Transport Progress, (33), 122–126. https://doi.org/10.15802/stp2010/13186

Issue

No. 33 (2010): ISSUE 33

Section

TRANSPORT CONSTRUCTION

License

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