Published: 2022-09-27

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Articles

NUMERICAL SIMULATION OF THE PROCESS OF DIRECTED TRANSFORMATION OF A REGULAR HINGE-ROD SYSTEM

Peter Gaydzhurov, Nadezhda Tsaritova, Abacar Kurbanov, Anastasia Kurbanova, Elvira Iskhakova

14-24

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ON THE CALCULATIONS FOR THE STABILITY OF BEAMS, FRAMES, AND CYLINDRICAL SHELLS IN THE ELASTO-PLASTIC STAGE

Gaik Manuylov, Sergey Kosytsyn, Maxim Begichev

25-36

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INFLUENCE STIFFNESS OF SHEAR BONDS ON THE STRESS-STRAIN STATE OF MULTISTOREY BUILDINGS

Valery Lyublinskiy

37-43

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MODELING OF THE MICROCLIMATE OF A RESIDENTIAL COURTYARD DURING RENOVATION

Vаlеry Telichenko, Yurii Sumerkin

44-53

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ON THE QHASI CLASS AND ITS EXTENSION TO SOME GAUSSIAN SHEETS

Charles El-Nouty, Darya Filatova

54-64

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FINITE ELEMENT ANALYSIS FOR THIN-WALLED MEMBER SUBJECTED TO COMBINED LOADING

Vera Galishnikova, Tesfaldet Gebre

65-77

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СONTROL OF A NONLOCAL IN TIME FINITE ELEMENT MODEL OF THE DYNAMIC BEHAVIOR OF A COMPOSITE BEAM BASED ON THE RESULTS OF A NUMERICAL EXPERIMENT

Vladimir Sidorov, Elena Detina, Elena Badina

78-85

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ANALYSIS OF THE FILTRATION PROBLEM BY BITWISE SEARCH METHOD

Liudmila Kuzmina, Yuri Osipov; Maxim Astakhov

86-94

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MODELING AND MONITORING OF STRUCTURAL SAFETY OF LONG-OPERATING UNDERGROUND STRUCTURES OF THE SEWAGE SYSTEM IN THE CONDITIONS OF INCREASING ANTHROPOGENIC ACTIONS IN ORDER TO PROVIDE SUSTAINABLE LIFECYCLE OF ENGINEERING INFRASTRUCTURE OF THE MEGACITY (THE EXPERIENCE OF ST. PETERSBURG)

Nickolai Perminov, Rashid Mangushev

95-113

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MODELING OF SEISMIC WAVES STRESSES IN A HALF-PLANE WITH A VERTICAL CAVITY FILLED WITH WATER (THE RATIO OF WIDTH TO HEIGHT IS ONE TO TEN)

Vyacheslav Musayev

114-125

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SIMPLIFIED MODEL FOR DETERMINING THE STRESS-STRAIN STATE IN MASSIVE MONOLITHIC FOUNDATION SLABS DURING CONSTRUCTION

Anton Chepurnenko, Grigory Nesvetaev, Yuliya Koryanova, Batyr Yazyev

126-136

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FORMATION OF COMPUTATIONAL SCHEMES OF ADDITIONAL TARGETED CONSTRAINTS THAT REGULATE THE FREQUENCY SPECTRUM OF NATURAL OSCILLATIONS OF ELASTIC SYSTEMS WITH A FINITE NUMBER OF DEGREES OF MASS FREEDOM, THE DIRECTIONS OF MOVEMENT OF WHICH ARE PARALLEL, BUT DO NOT LIE IN THE SAME PLANE

PART 2: THE FIRST SAMPLE OF ANALYSIS

Leonid Lyakhovich, Pavel Akimov, Nikita Mescheulov

137-146

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NORMAL VIBRATIONS OF SAGGING CONDUCTORS OF OVERHEAD POWER LINES

Airat Valiullin, Alexander Danilin, Valery Feldshteyn

147-158

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