Moskva, Moscow, Russian Federation
Predstavlen analiticheskiy raschet deformacii balochnoy fermy, imeyuschey odnu nepodvizhnuyu oporu, druguyu — podvizhnuyu. Nagruzka raspredelena ravnomerno po uzlam verhnego poyasa. Analiticheskoe vyrazhenie dlya smescheniya v zavisimosti ot chisla paneley, razmerov i nagruzki polucheno metodom indukcii. Usiliya v sterzhnyah opredelyayutsya metodom vyrezaniya uzlov. Smeschenie opory vychislyaetsya po formule Maksvella- Mora. Sravnivayutsya razlichnye shemy krepleniya konstrukcii. Ispol'zuetsya sistema Maple.
raschet, ferma, smeschenie opory, indukciya, usiliya, formula Maksvella- Mora
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7. Kirsanov M. N. The stiffness of the torsion bar suspension of a micromechanical solid-state wave gyro // Devices and systems. Management, control, diagnostics. 2015. No. 3. Pp. 18-22.
8. Kirsanov M. N. Discrete model of pile Foundation // Magazine of Civil Engineering. 2015. No. 3(55). Pp.3-9.
9. Kirsanov M. N. Accounting for construction hoist in the analytical calculation of the spatial girder beam // Bulletin of Moscow state technical University MAMI. 2014. Vol. 4. No. 2(20). Pp. 36-39.
10. Kirsanov M. N., Andrew T. M. analysis of the influence of elastic deformation of the mast on the positioning of antenna and radar equipment //Magazine of Civil Engineering. 2013. No. 5(40). Pp. 52-58.
11. Kirsanov M. N. Bending, torsion and asymptotic analysis of spatial rod console // Magazine of Civil Engineering. 2014. No. 5 (49). P. 37-43.
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