The strain is into precast-monolithic bridges constructions with including the staging work

Authors

  • P. M. Koval The NationalAcademy of ArtsandArchitecture, Kyiv, Ukraine
  • S. V. Stoianovych Gosdorof research institute named by M. P. Shulgina, Kiev, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6873

Keywords:

bridge, concrete, armature, limiting state

Abstract

The results of theoretical study of the levels of stresses in precast-monolithic bridge spans with and without consideration of stages of their work are presented. A significant influence on difference of the deformations taking into account the work stages of the precast-monolithic bridge spans for spans exceeding 12 m is determined.

Author Biographies

P. M. Koval, The NationalAcademy of ArtsandArchitecture, Kyiv

П. М. Коваль

S. V. Stoianovych, Gosdorof research institute named by M. P. Shulgina, Kiev

С. В. Стоянович

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Published

2011-12-25

How to Cite

Koval, P. M., & Stoianovych, S. V. (2011). The strain is into precast-monolithic bridges constructions with including the staging work. Science and Transport Progress, (39), 61–65. https://doi.org/10.15802/stp2011/6873

Issue

No. 39 (2011): ISSUE 39

Section

TRANSPORT CONSTRUCTION

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