ПРИЧИНЫ ВОЗНИКНОВЕНИЯ ВНЕЦЕНТРЕННО СЖАТИЯ ЖЕЛЕЗОБЕТОННЫХ ЭЛЕМЕНТОВ ПРИ ЖЕСТКИХ УЗЛЕ СТОЙКИ И РИГЕЛЯ Г-ПОДОБНОЙ ПОЛУРАМЫ СЕЛЬСКОХОЗЯЙСТВЕННЫХ ЗДАНИЙ

Anton Gasenko; Ilona Yurko; Aleksej Fenko; Pavel Yurko

doi:10.30890/2567-5273.2017-02-02-027

CAUSES OF THE ECCENTRIC COMPRESSION REINFORCED CONCRETE ELEMENTS FIXED JOINT STANCHION AND RAFTER GABLE FRAME OF AGRICULTURAL BUILDINGS

Authors

Anton Gasenko Poltava National Technical University named after Yuri Kondratyuk http://orcid.org/0000-0003-1045-8077
Ilona Yurko Poltava National Technical University named after Yuri Kondratyuk http://orcid.org/0000-0003-3758-206X
Aleksej Fenko Poltava National Technical University named after Yuri Kondratyuk http://orcid.org/0000-0002-3175-2892
Pavel Yurko State Enterprise "State Research Institute of Building Structures", Kiev http://orcid.org/0000-0002-3485-435X

DOI:

https://doi.org/10.30890/2567-5273.2017-02-02-027

Keywords:

reinforced concrete element, fixed joint, eccentric compression, standard section, stress-strain behavior, stress-strain model.

Abstract

Eccentric compression in agricultural buildings reinforced concrete elements gable frame reasons describes in the article. Stanchion and rafter fixed joint execution leads to internal forces reduction in specified elements. This, in turn, cross-sections a

Metrics

Metrics Loading ...

Международный научный периодический рецензируемый журнал "Modern engineering and innovative technologies"

Downloads

Published

2017-11-30

How to Cite

Гасенко, А., Юрий, И., Фенко, А., & Юрий, П. (2017). CAUSES OF THE ECCENTRIC COMPRESSION REINFORCED CONCRETE ELEMENTS FIXED JOINT STANCHION AND RAFTER GABLE FRAME OF AGRICULTURAL BUILDINGS . Modern Engineering and Innovative Technologies, 2(02-02), 126–129. https://doi.org/10.30890/2567-5273.2017-02-02-027

Download Citation

Issue

No. 02-02 (2017)

Section

Articles