No. 109 (2022)

DOI: https://doi.org/10.32347/2410-2547.2022.109

Published: 2023-02-15

Статті

Assessment of robustness of hinged-bar systems

Anatolii Perelmuter

3-19
- PDF
Dynamics of primary structure coupled with single-sided vibro-impact nonlinear energy sink

Petro Lizunov, Olha Pogorelova, Tetiana Postnikova

20-29
- PDF
Study of the reliability and efficiency of using reinforced soil models within the framework of the finite element method

Ivan Solodei, Gherman Zatyliuk

30-37
- PDF (Українська)
Theoretical modelling of the effect of thermal delamination of an asphalt concrete pavement from a rigid foundation of a road or bridge

Viktor Gaidaichuk, Nataliia Shlyun, Liudmyla Shevchuk, Olena Bilobrytska

38-49
- PDF
Numerical implementation of multicriteria parametric optimization of minimum surface shell on a square contour under thermforce loading

Hryhorii Ivanchenko, Oleksandr Koshevyi, Oleksandr Koshevyi

50-65
- PDF (Українська)
Vibrations of launch vehicle fairings with conical shape

Olga Krivenko, Petro Lizunov

66-71
- PDF (Українська)
Searching for a compromise solution in cross-section size optimization problems of cold-formed steel structural members

Vitalina Yurchenko, Ivan Peleshko

72-92
- PDF
Compilation of calculated combinations in according with EN 1990

Anatolii Perelmuter

93-108
- PDF (Українська)
Algorithms analysis for solving geometrically nonlinear mechanics problems in the scheme of the semi-analytical finite element method

Ivan Solodei, Yurii Kozub, Ruslan Stryhun, Viktoriia Shovkivska

109-119
- PDF (Українська)
Comparative analysis of the results of the calculation of the frame node in the IDEA STATICA СCONNECTION software and according to the methods of normative documents

Serhii Pyskunov, Serhii Mitsyuk, Viktor Andriievskyi, Dmytro Mitsyuk

120-128
- PDF (Українська)
Nonlinear dynamic analisys of reservoir shell with modelled shape imperfections

Olha Lukianchenko, Oleh Gerashchenko, Oksana Paliy

129-140
- PDF (Українська)
Features of standard time formation to implement construction processes: a case study

Hennadii Tonkacheiev, Iryna Rudnieva, Vitalii Tonkacheiev, Yurii Priadko

141-151
- PDF
Study of non-metallic reinforcement influence on the characteristics of cement concrete beam samples properties

Ihor Gameliak, Volodymyr Kulak, Vitalii Tsybulskyi, Anna Kharchenko

152-163
- PDF
Method of calculations and substantiation of requirements for engineering protection of critical infrastructure objects from UAVs with warheads

Volodymyr Kotsiuruba, Artem Bilyk, Andrii Weretnow, Gryhorii Gaydarly, Ruslan Borta, Bohdan Tertyshnyy

164-183
- PDF (Українська)
Сlassification and causes of shearing processes and methods of calculating slopes

Ivan Solodei, Eduard Petrenko, Vasyl Pavlenko

184-202
- PDF (Українська)
The Analysis of the Continuous Fracture Process of the Steam-Turbine Rotor with the Local Defect

Serhii Pyskunov, Roman Ostapenko, Iryna Kara

203-212
- PDF
The stability of elastic elements in a deformed state with initial structural form imperfections for truss elements with rigid nodes was studied

Serhii Bilyk, Artem Bilyk, Evhen Tsyupyn

213-228
- PDF (Українська)
Research of the stressed and deformed state of metal stripin the broaching process

Yurii Maksimyuk, Mykola Kuzminets, Ivan Martyniuk, Oleksandr Maksimyuk

229-238
- PDF
Engineering method of calculating laminated timber elements reinforced with composite tapes

Denys Mykhailovskyi, Oleh Komar, Mykola Komar

239-262
- PDF
Investigation of the dynamic behavior of three-layer cylindrical shells of elliptical form under internal axisymmetric pulse loading

Viktor Gaidaichuk, Kostiantyn Kotenko

263-272
- PDF (Українська)
Mathematical model of the impact of 12.7 mm kinetic action ammunition on an armored obstacle with additional armor

Volodymyr Dachkovskyi, Ivan Datsenko, Viktor Golub, Sviatoslav Sedov, Ihor Kondratiuk, Denys Pavlov, Valerii Mazurenko, Oleksandr Kovalov

273-286
- PDF
Simplification of the calculation scheme for determining the stress state of non-thin cylindrical shells with a complex cross-sectional shape ellipticity

Liliia Rozhok, Artur Onishchenko, Mykola Garkusha, Iryna Bashkevych

287-300
- PDF (Українська)
Priority directions of international airport infrastructure development

Yurii Maksymiuk, Liudmyla Chulinda, Halyna Korchova, Kostiantyn Pochka

301-316
- PDF
Drive power minimization of outreach change mechanism of tower crane during steady-state slewing mode

Viacheslav Loveikin, Yurii Romasevych, Andrii Loveikin, Anastasiia Liashko, Kostiantyn Pochka, Maksym Balaka

317-330
- PDF
Specified models in the problems of the deformation of multilayer plates on a rigid foundations

Oleksii Gurtovyi, Serhii Tynchuk, Liubomyr Ugrin

331-341
- PDF
Modified direct method in static problems of axi-symmetric non-thin plates

Oleksandr Koshevyi, Dmytro Levkivskyi, Anton Chubarev, Maryna Yansons

342-358
- PDF (Українська)
Influence of material functional heterogeneity on non-stationar oscillations of piezoceramic bodies

Ludmila Hryhorieva, Ihor Yanchevskyi

359-368
- PDF
Analysis of the interaction of finite-dimensional surface vibrators with a compacted linear-viscous-elastic medium

Yurii Chovnyuk, Volodymyr Kravchuk, Oleksii Pryimachenko, Petro Cherednichenko

369-386
- PDF (Українська)
Determination of the enclosed-type field fortifications structures resistance against the nuclear explosion shock wave

Vitalii Kosenko, Oleksandr Voloshchenko, Mykola Kushnirenko

387-402
- PDF (Українська)
Optimization of manipulator's motion mode on elastic base according to the criteria of the minimum central square value of drive torque

Viacheslav Loveykin, Dmytro Mishchuk, Yevhen Mishchuk

403-415
- PDF
Monitoring of the elements stability of building constructions by means of example of vertical elastic rod of high flexibility

Oleksandr Isaev, Andrii Annenkov, Roman Demianenko, Petro Chulanov

416-425
- PDF
Determination of the stress-deformed state of a multilayer composite

Ivan Belmas, Olena Bilous, Hanna Tantsura

426-440
- PDF (Українська)
Numerical simulation of the experiment on testing a group of piles using different models of soil base

Viktor Nosenko, Ostap Kashoida

441-454
- PDF (Українська)
Assessment of interaction the new construction object at full load and the surrounding building in the dense urban development conditions

Dmytro Prusov

455-466
- PDF
Impact of elasticity of polymer filler of three-layer cylindrical structure of elliptical section on its behavior under internal impulse loading

Viktor Gaidaichuk, Kostiantyn Kotenko, Dmytro Lavinskiy

467-472
- PDF
Calculation of optimal parameters of the foundation for woodworking machines with large dynamic loads

Yurii Ozymok, Roman Pavlyuk, Yurii Kapral

473-484
- PDF
Determination of the form of loss the freight cars stability taking into account the gap in the rail track

Anzhela Shvets

485-500
- PDF (Українська)