ESTIMATION OF THE SHEAR RESISTANCE MODELS OF REINFORCED CONCRETE ELEMENTS WITHOUT STIRRUPS ACCORDING TO VARIOUS DESIGN CODES

Authors

  • Victor Vladimirovich Tur Brest State Technical University http://orcid.org/0000-0001-6046-1974
  • Alexander Petrovich Varabei Brest State Technical University
  • Stanislav Stanislavovich Derechennik Brest State Technical University

DOI:

https://doi.org/10.36773/1818-1112-2021-126-3-40-47

Keywords:

reinforced concrete, shear resistance, beams, estimation, design models, order statistics, confidence level, 5%-quantile

Abstract

This paper presents the results of assessments shear design models with experimental data, included in the current and developed standards for the design of reinforced concrete structures.

Author Biographies

Victor Vladimirovich Tur, Brest State Technical University

Doctor of Technical Sciences, Professor, Head the Department of Concrete Technology and Construction Materials, Brest State Technical University, Brest, Belarus.

 

 

 

Alexander Petrovich Varabei, Brest State Technical University

Master of Engineering Science, Postgraduate of Department of Building Structures, Brest State Technical University, Brest, Belarus.

 

 

 

Stanislav Stanislavovich Derechennik, Brest State Technical University

Ph.D in Engineering, Head the Department of Electronic Computing Machines and Systems, Brest State Technical University, Brest, Belarus.

 

 

 

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Published

2021-12-02

How to Cite

(1)
Tur, V. V.; Varabei, A. P.; Derechennik, S. S. ESTIMATION OF THE SHEAR RESISTANCE MODELS OF REINFORCED CONCRETE ELEMENTS WITHOUT STIRRUPS ACCORDING TO VARIOUS DESIGN CODES. Вестник БрГТУ 2021, 40-47.

Issue

No. 3(126) (2021): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

Copyright (c) 2021 Brest State Technical University

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