Research article

• DEFORMATION MODELING OF ROD STRUCTURES UNDER KINEMATIC CONTROLLED ACTION

  Peter Gaydzhurov, Nadezhda Tsaritova

  14-23

  DOI 10.22337/2587-9618-2024-20-3-14-23

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  1750 413

• CONTACT PROBLEM FOR A SPHERICAL SHELL SUPPORTED ON TWO FLAT SURFACES

  Alexey Kireenkov, Grigory Fedotenkov

  24-34

  DOI 10.22337/2587-9618-2024-20-3-24-34

  • PDF

  1765 272

• EVALUATE THE INFLUENCE OF CONCRETE STRENGTH ON THE LEVEL OF CORROSION OF STEEL REINFORCEMENT IN REINFORCED CONCRETE BEAM STRUCTURES, TAKING INTO ACCOUNT THE APPLIED LOAD

  Nam Vo Van, Tam Nguyen Trong

  35-44

  DOI 10.22337/2587-9618-2024-20-3-35-44

  • PDF

  2104 277

• NUMERICAL SOLUTION OF THE FILTRATION-DEFORMATION PROBLEM IN THE CASE OF PHASED CONSTRUCTION OF A STORAGE DAM

  Nikolay Aniskin, Stanislav Sergeev, Andrey Stupivtsev, Ilia Bokov

  45-55

  DOI 10.22337/2587-9618-2024-20-3-45-55

  • PDF

  1719 285

• NONLINEAR DYNAMIC ANALYSIS OF WIND ACTIONS ON A CABLE-STAYED GLASS FAÇADE SYSTEM

  Oleg Goryachevsky, Alexander Belostotsky

  56-68

  DOI 10.22337/2587-9618-2024-20-3-56-68

  • PDF

  1916 305

• AN INNOVATIVE HYBRID MACHINE LEARNING TECHNIQUES FOR PREDICTING CONSTRUCTION COST ESTIMATES

  Kittisak Lathong, Kittipol Wisaeng

  69-83

  DOI 10.22337/2587-9618-2024-20-3-69-83

  • PDF

  2389 425

• DIAGNOSTICS AND RENOVATION METHODS FOR STEEL PIPELINES

  Vladimir Orlov, Sergey Zotkin, Dmitry Podolyan

  84-96

  DOI 10.22337/2587-9618-2024-20-3-84-96

  • PDF

  1171 306

• RATIONAL DESIGN OF NONLINEAR-DEFORMABLE STRUCTURALLYHETEROGENEOUS ELEMENTS OF STRUCTURES

  Andrey Mishchenko, Maxim Veshkin, Vladimir Mondrus, Leonid Stupishin

  97-115

  DOI 10.22337/2587-9618-2024-20-3-97-115

  • PDF

  1618 260

• MODEL OF CAKE FILTRATION IN POROUS MEDIUM

  Liudmila Kuzmina, Yuri Osipov

  116-124

  DOI 10.22337/2587-9618-2024-20-3-116-124

  • PDF

  1578 264

• RC BUILDINGS RESPONSE TO EARTHQUAKES: NONLINEAR STATIC ANALYSIS CONSIDERING VARYING SOIL TYPES AND SEISMIC CODES

  Amer Yassin, Rifat Resatoglu

  125-144

  DOI 10.22337/2587-9618-2024-20-3-125-144

  • PDF

  2873 345

• SERVICEABILITY LIMIT STATE PARAMETERS FOR HIGH STRENGTH CONCRETE STRUCTURES

  Vladimir Kolchunov, Sergei Fedorov

  145-158

  DOI 10.22337/2587-9618-2024-20-3-145-158

  • PDF

  2059 294

• THE MOISTURE REGIME OF ENCLOSING STRUCTURES IN DIFFERENT CONSTRUCTION AREAS

  Kirill Zubarev

  159-166

  DOI 10.22337/2587-9618-2024-20-3-159-166

  • PDF

  1343 245

• NONLOCAL IN TIME MODEL OF THE LONGITUDINAL VIBRATIONS OF THE HIGH-DAMPING STEEL ROD ELEMENT

  Sergey Zhavoronok, Elena Badina

  167-179

  DOI 10.22337/2587-9618-2024-20-3-167-179

  • PDF

  1590 245

• DEVELOPMENT OF COMPUTATIONAL SCHEMES OF GROUP TARGET CONSTRAINTS FOR SOME ELASTIC SYSTEMS PART 1: THEORETICAL FOUNDATIONS

  Leonid Lyakhovich, Pavel Akimov, Zaur Galyautdinov, Andrey Plyaskin

  180-185

  DOI 10.22337/2587-9618-2024-20-3-180-185

  • PDF

  2591 196

• DEVELOPMENT OF COMPUTATIONAL SCHEMES OF GROUP TARGET CONSTRAINTS FOR SOME ELASTIC SYSTEMS PART 2: SAMPLES OF ANALYSIS

  Leonid Lyakhovich, Pavel Akimov, Zaur Galyautdinov, Andrey Plyaskin

  186-197

  DOI 10.22337/2587-9618-2024-20-3-186-197

  • PDF

  1608 202

• CONSIDERATION OF THE SEISMIC IMPACT’S WAVE NATURE IN THE DESIGN JUSTIFICATION OF HIGH-RISE BUILDINGS’ SEISMIC RESISTANCE

  Dmitry Dmitriev, Pavel Novikov, Sergey Petryashev, Alexandr Nagibovich

  198-205

  DOI 10.22337/2587-9618-2024-20-3-198-205

  • PDF

  1712 256

• DEVELOPMENT OF METHODS FOR DESIGNING PILE FOUNDATIONS FOR MULTI-STOREY CIVIL BUILDINGS CONSTRUCTED ON MACROPOROUS SUBSIDENCE SOILS

  Maxim Marinichev, Nadezhda Nikitina, Anatoly Polishchuk

  206-217

  DOI 10.22337/2587-9618-2024-20-3-206-217

  • PDF (Russian)

  2022 253