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Optimization of structural parameters by using steels of different strengths

https://doi.org/10.21822/2073-6185-2024-51-2-232-240

Abstract

Objective. The purpose of the study is to develop design and calculation schemes that can be used in the design of bistal load-bearing structures, ensuring optimization of their parameters by using steels of different strengths.
Method. The research is based on the theory and methods of structural optimization.
Result. Rational structural diagrams of beam structures and stepped columns of industrial buildings have been developed and assembled. Using individual examples, the consumption of metal and its cost are examined for various options for the layout of beams and columns. The necessary calculation formulas and recommendations are given that can be used in the practice of design and construction of metal beams and columns.
Conclusion. The constructed structural diagrams and calculation algorithm indicate the effectiveness of using steels of different strengths in the design of beams and columns.

About the Authors

A. K. Yusupov
Daghestan State Technical University
Russian Federation

Abusupyan K.Yusupov, Dr. Sci. (Eng.), Prof., Department of Building Structures and Hydraulic Structures

70 I. Shamilya Ave., Makhachkala 367026



H. M. Muselemov
Daghestan State Technical University
Russian Federation

Hairulla M. Muselemov, Dr. Sci. (Eng.), Assoc. Prof., Head of the Department of Building Structures and Hydraulic Structures

70 I. Shamilya Ave., Makhachkala 367026



R. I. Vishtalov
Daghestan State Technical University
Russian Federation

Rajab I. Vishtalov, Cand.Sci. (Eng.), Assoc. Prof. Department of Building Structures and Hydrotechnical Structures

70 I. Shamilya Ave., Makhachkala 367026



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Review

For citations:


Yusupov A.K., Muselemov H.M., Vishtalov R.I. Optimization of structural parameters by using steels of different strengths. Herald of Dagestan State Technical University. Technical Sciences. 2024;51(2):232-240. (In Russ.) https://doi.org/10.21822/2073-6185-2024-51-2-232-240

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ISSN 2073-6185 (Print)
ISSN 2542-095X (Online)