AbstractAbout AuthorsReferences
The significant role of the safe functioning of especially responsible facilities is noted. The theory of static calculation of geometrically nonlinear cable-stayed systems is considered. . The main content of the study is an analysis of the feasibility and prospects of using analytical and numerical methods of deformation calculation of hanging and cable-stayed systems. The basic matrix equation of calculation for a flat rod system of cable-stayed covering is given. The main software and computing complexes used for the design of large-span structures are described.
N.A. BUZALO1, Candidate of Sciences (Engineering), (This email address is being protected from spambots. You need JavaScript enabled to view it.),
R.R. PONOMAREV1, Master, Postgraduate (This email address is being protected from spambots. You need JavaScript enabled to view it.);
V.A. SMIRNOV2,3, Candidate of Sciences (Engineering)
R.R. PONOMAREV1, Master, Postgraduate (This email address is being protected from spambots. You need JavaScript enabled to view it.);
V.A. SMIRNOV2,3, Candidate of Sciences (Engineering)
1 South Russian State Polytechnic University named after M.I. Platov (132, Prosveshcheniya Street, Novocherkassk, 346428, Rostov Region, Russian Federation)
2 Researh Institute of Building Physics, Russian Academy of Architecture and Construction Sciences (21, Lokomotivniy proezd, Moscow, 127238, Russian Federation)
3 National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Shosse, Moscow, 129337, Russian Federation)
1. Bolotin V.V., Goldenblat I.I., Smirnov A.F. Stroitel’naya mekhanika. Sovremennoe sostoyanie i perspektivy razvitiya [Construction mechanics. The current state and prospects of development]. Moscow: Stroyizdat. 1972. 191 p.
2. Smirnov V.A. Visyachie mosty bol’shikh proletovm [Hanging bridges of large spans]. Moscow: Vysshaya shkola. 1975. 368 p.
3. Safronov V.S. Raschet visyachikh i vantovykh mostov na podvizhnuyu nagruzki [Calculation of suspension and cable-stayed bridges for mobile load]. Voronezh: Publishing House of Voronezh University. 1983. 196 p.
4. Ananyin A.I. Osnovnye uravneniya stroitel’noi mekhaniki v nelineinom raschete gibkoi niti. Sovremennye metody staticheskogo i dinamicheskogo rascheta sooruzhenii i konstruktsii [Basic equations of structural mechanics in nonlinear calculation of a flexible thread. Modern methods of static and dynamic calculation of structures and structures]. Voronezh: VGASA. 2002, pp. 69–75.
5. Chiras A.A. Stroitel’naya mekhanika. Teoriya i algoritmy [Construction mechanics. Theory and algorithms]. Moscow: Stroyizdat. 1989. 255 p.
6. Buzalo N.A., Durov I.S. Metodika deformatsionnogo rascheta visyachikh lineino-protyazhennykh sistem povyshennoi zhestkosti [Method of deformation calculation of hanging linear-extended systems of increased rigidity]. Novocherkassk: Novocherkasskiy polytechnicheskiy institute. 1986. 8 p.
7. Gotoh S. Solution of suspension bridge with irregular enclosed hangers. Proceedings symposium of High-Rise and Long-Spain Structures. 1964. Tokyo. 1965, pp. 67–79.
8. Perelmuter A.V., Slivker V.I. Raschetnye modeli sooruzhenii i vozmozhnost’ ikh analiza [Design models of structures and the possibility of their analysis]. Moscow: ASV. 2011. 736 p.
9. Kabantsev O.V., Karpilovsky V.S., Kriksunov E.S., Perelmuter A.V. Technology of calculated prediction of the stress-strain state of the structure taking into account the history of construction, loading and deformation. International Journal for Computational Civil and Structural Engineering. 2011. No. 7 (3), pp. 110–117.
10. Gorbushko M.A., Efremov I.M., Sidorov A.S., Smirnov S.A., Teplykh A.V. Engineering technologies for constructing computational models and analyzing results in the SCADOffice system: models of metal frames. CADMaster. 2006. No. 5, pp. 82–93.
2. Smirnov V.A. Visyachie mosty bol’shikh proletovm [Hanging bridges of large spans]. Moscow: Vysshaya shkola. 1975. 368 p.
3. Safronov V.S. Raschet visyachikh i vantovykh mostov na podvizhnuyu nagruzki [Calculation of suspension and cable-stayed bridges for mobile load]. Voronezh: Publishing House of Voronezh University. 1983. 196 p.
4. Ananyin A.I. Osnovnye uravneniya stroitel’noi mekhaniki v nelineinom raschete gibkoi niti. Sovremennye metody staticheskogo i dinamicheskogo rascheta sooruzhenii i konstruktsii [Basic equations of structural mechanics in nonlinear calculation of a flexible thread. Modern methods of static and dynamic calculation of structures and structures]. Voronezh: VGASA. 2002, pp. 69–75.
5. Chiras A.A. Stroitel’naya mekhanika. Teoriya i algoritmy [Construction mechanics. Theory and algorithms]. Moscow: Stroyizdat. 1989. 255 p.
6. Buzalo N.A., Durov I.S. Metodika deformatsionnogo rascheta visyachikh lineino-protyazhennykh sistem povyshennoi zhestkosti [Method of deformation calculation of hanging linear-extended systems of increased rigidity]. Novocherkassk: Novocherkasskiy polytechnicheskiy institute. 1986. 8 p.
7. Gotoh S. Solution of suspension bridge with irregular enclosed hangers. Proceedings symposium of High-Rise and Long-Spain Structures. 1964. Tokyo. 1965, pp. 67–79.
8. Perelmuter A.V., Slivker V.I. Raschetnye modeli sooruzhenii i vozmozhnost’ ikh analiza [Design models of structures and the possibility of their analysis]. Moscow: ASV. 2011. 736 p.
9. Kabantsev O.V., Karpilovsky V.S., Kriksunov E.S., Perelmuter A.V. Technology of calculated prediction of the stress-strain state of the structure taking into account the history of construction, loading and deformation. International Journal for Computational Civil and Structural Engineering. 2011. No. 7 (3), pp. 110–117.
10. Gorbushko M.A., Efremov I.M., Sidorov A.S., Smirnov S.A., Teplykh A.V. Engineering technologies for constructing computational models and analyzing results in the SCADOffice system: models of metal frames. CADMaster. 2006. No. 5, pp. 82–93.
For citation: Buzalo N.A., Ponomarev R.R., Smirnov V.A. Deformational calculation of cable-stayed structures of sports facilities coverings. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 10, pp. 46–49. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-10-46-49