Акимов П.А.

Akimov P.A.

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ABOUT DEVELOPMENT OF NUMERICAL METHODS OF ANALYSIS OF SPATIAL PLATE-SHELL REINFORCED CONCRETE STRUCTURES WITH ALLOWANCE FOR PHYSICAL NONLINEARITY, CRACK FORMATION AND ACQUIRED ANISOTROPY

Article
Belostotsky A., Karpenko N., Akimov P., Kaytukov T., Sidorov V., Petrov A.
Фундаментальные, поисковые и прикладные исследования РААСН по научному обеспечению развития архитектуры, градостроительства и строительной отрасли Российской Федерации в 2017 году. Издательство АСВ. 2018. P. 110-116

ABOUT DEVELOPMENT OF METHODS OF ANALYSIS AND ASSESSMENT OF VULNERABILITY OF SPATIAL PLATE - SHELL REINFORCED CONCRETE STRUCTURES WITH ALLOWANCE FOR PHYSICAL NON-LINEARITIES, CRACK FORMATION AND INDUCED ANISOTROPY

Article
Belostotsky A.M., Karpenko N.I., Akimov P.A., Sidorov V.N., Karpenko S.N., Petrov A.N., Kaytukov T.B., Kharitonov V.A.
International Journal for Computational Civil and Structural Engineering. Общество с ограниченной ответственностью Издательство АСВ. Vol. 14. 2018. P. 30-47

ABOUT DEVELOPMENT OF ADAPTIVE MATHEMATICAL MODELS, NUMERICAL AND SEMIANALYTICAL METHODS AS THEORETICAL FOUNDATION OF STRUCTURAL HEALTH MONITORING SYSTEMS

Article
Belostotsky A., Akimov P., Sidorov V., Kaytukov T.
Фундаментальные, поисковые и прикладные исследования РААСН по научному обеспечению развития архитектуры, градостроительства и строительной отрасли Российской Федерации в 2017 году. Издательство АСВ. 2018. P. 71-78

NUMERICAL SIMULATION OF LOADS AND IMPACTS, STRESS-STRAIN STATE, STRENGTH AND STABILITY OF UNIQUE STRUCTURES, BUILDINGS AND FACILITIES. EXPERIENCE OF STADYO RESEARCH & ENGINEERING CENTRE

Article
Belostosky A.M., Akimov P.A., Kaytukov T.B., Pavlov A.S., Aul A.A., Afanasyeva I.N., Vershinin V.V., Dmitriev D.S., Dyadchenko Yu.N., Nagibovich A.I., Ostrovsky K.I., Petryashev S.O., Petryashev N.O., Scherbina S.V., Chauskin A.S., Goryachevsky O.S., Negrozov O.A.
IOP Conference Series: Materials Science and Engineering. Institute of Physics Publishing. Vol. 456. 2018.

CRITERION OF MINIMUM MATERIAL CONSUMPTION OF FLANGE OF I-SHAPED BAR WITH A VARIATION IN ITS THICKNESS AND OUTLINE OF THE WIDTH, WITH RESTRICTION TO THE VALUE OF THE CRITICAL FORCE OR RESTRICTION TO THE VALUE OF THE FIRST NATURAL FREQUENCY IN TWO PRINCIPAL PLANES OF INERTIA OF THE SECTION

Article
Lyakhovich L.S., Akimov P.A., Tukhfatullin B.A.
International Journal for Computational Civil and Structural Engineering. Общество с ограниченной ответственностью Издательство АСВ. Vol. 14. 2018. P. 96-108

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