Civil engineering

Modeling of the Stress-Strain State of the Base–Foundation–Construction System with the Strengthening of Existing Pillared Foundations with a Solid Foundation Plate

Authors

O. V. Voitsekhovskyi
Vinnytsia National Technical University ROR
I. V. Maievska
Vinnytsia National Technical University ROR
I. R. Sazonova
SE «State Research Institute of Building Constructions», Kyiv
I. V. Kovalchuk
LLC «Gervin progect», Vinnytsia

Keywords

pliable base foundations redistribution of loads stiffness

Abstract

There has been made the analysis of the impact of compliance framework and spatial rigidity of upper fundament constructions to redistribute loads between foundations of 3-4-storey productive industrial building with frame design schemes which evaluate the correctness strengthen the foundations with solid foundation slabs in the floor level of the first floor. Strengthening caused an increase of pressure in time of reconstruction.

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How to Cite

[1]
“Modeling of the Stress-Strain State of the Base–Foundation–Construction System with the Strengthening of Existing Pillared Foundations with a Solid Foundation Plate”, Вісник ВПІ, no. 3, pp. 24–31, Jun. 2017, Accessed: Oct. 06, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/2084

Author Biographies

O. V. Voitsekhovskyi, Vinnytsia National Technical University

Cand. Sc. (Eng.), Assistant Professor of the Chair of Construction, Urban and Architecture;

I. V. Maievska, Vinnytsia National Technical University

Cand. Sc. (Eng.), Assistant Professor of the Chair of Construction, Urban and Architecture

I. R. Sazonova, SE «State Research Institute of Building Constructions», Kyiv

 Senior Researcher of the Department of Reliability of Structures of Buildings and Structures

I. V. Kovalchuk, LLC «Gervin progect», Vinnytsia

Senior Researcher

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