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EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
- Authors: SEMENOV DA1
-
Affiliations:
- Peter the Great St. Petersburg Polytechnic University
- Issue: No 5 (2017)
- Pages: 43-50
- Section: Articles
- URL: https://journal-vniispk.ru/1815-5235/article/view/346380
- DOI: https://doi.org/10.22363/1815-5235-2017-5-43-50
- ID: 346380
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Abstract
Strength analysis of cross-sections, stiffness and cracks width calculations, P-delta analysis of strucural members are reviewed within Russian Codes. Primary calculation tool of the modern Code is non-linear "deformation model". It is noted a saturation of normative approach by the empirical coefficients. Development of advanced models, decreasing a role of empirical component of reinforced concrete theory, is seemed to be one of the ways to Code improvement.
About the authors
D A SEMENOV
Peter the Great St. Petersburg Polytechnic University
Author for correspondence.
Email: spb.rcsoft@gmail.com
SEMENOV D.A., post-graduated student of «Building Mechanics and Structures» department, Peter the Great St. Petersburg Polytechnic University. He graduated from the same University in 2009. Scientific interests: reinforced concrete structural analysis, non-linear analysis, analytical models, bond, strength, stiffness, stability.
195251, г. Санкт-Петербург, ул. Политехническая, 29References
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