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Torsion problem: stress statement and solution by the boundary element method
Lalin V.V., Semenov D.A.
Basic principles in the theory of force and thermal force resistance of concrete
Fedorov V.S., Levitsky V.E., Isaeva E.A.
Geometric Characteristics of Surfaces with Curved Trapezoidal Plan
Ivanov V.N.
STRESS-STRAIN STATE OF ANISOTROPIC PLATE WEAKENED WITH HOLE
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
ON FREE VIBRATION OF A NONHOMOGENEOUS ORTHOTROPIC RECTANGULAR PLATE ON A NONHOMOGENEOUS VISCO-ELASTIC FOUNDATION
HACIYEV V.O., MIRZAYEVA G.R., SHIRIEV A.I.
EXPERIMENTAL RESEARCH OF BEHAVIOR OF SHELL MADE OF ROLLED METAL THIN-SHEET PROFILES SUBJECTED TO THE WIND ACTION AND COMPARISON OF EXPERIMENTAL RESULTS WITH THE RESULTS OF COMPUTER MODELING OF WIND PRESSURE
Veselev Y.A., Karabutov M.S.
ON OPTIMUM FORM OF GROUND-THROWER'S BLADE
Semkiv O.M., Popova A.N., Shatokhin V.M.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.V.
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE
SALAMAKHIN P.M., NGUEN M.T.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
DESIGN OF UMBRELLA SURFACES FROM THE PARTS OF TRANSLATIONAL SURFACES FORMED BY THE CIRCLE OF CONSTANT RADIUS
Ivanov V.N., Krivoshapko S.N.
Some aspects of the geometry of the surfaces with the system of plane coordinate lines
Ivanov V.N.
THE COMPARISON OF BEHAVIOR OF AN ARCH OF ROLLED METAL THIN-SHEET PROFILES LOADED BY WIND LOAD ACCORDING TO THE STANDARDS AND LOADED BY LOAD DERIVED WITH THE HELP OFCOMPUTER MODELING
Veselеv Y.A., Karabutov M.S.
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES
Ivanov V.N.
IDENTIFICATION OF DYNAMIC CALCULATION PARAMETERS OF STRUCTURES ON AN EXAMPLE OF BUILDING OF THE SKI STADIUM
Kolesnikov A.V.
Geometry of the cyclic translation surfaces with generating circle and directrix meridiansof the base sphere
Ivanov V.N.
Rheological equations of concrete state and relaxation of stress
Larionov E.A., Rynkovskaya M.I., Grinko E.A.
COMPARING THE RESULTS OF THE THIN-WALLED BAR TORSION PROBLEM ACCORDING TO VLASOV AND SLIVKER THEORIES
Dyakov S.F.
THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES
Salamahin P.M., Reshetnikov I.V.
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
ON DEFORMATION OF BENDING OF A BEAM SUBJECTED TO UNIFORMLY DISTRIBUTED LOAD
ALDABERGENOV A.K.
LINEAR EQUATIONS OF FORCE RESISTANCE AND DIAGRAM σ - ε OF CONCRETE
Bondarenko V.M., Rimshin V.I.
1 - 22 of 22 Items

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