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Safety assessment of massive buttress dams in the presence of thermal cracks in them
Zimnyukov V.A., Zborovskaya M.I.
Effect of Temperature on Physical and Mechanical Properties of Monolithic Polycarbonate
Avdeev K.V., Bobrov V.V., Tuchin M.A., Domarova E.V., Kudryavtsev N.A., Skakun P.V.
Thermal processing of fresh concrete with infrared radiation
Svintsov A.P., Cisse A.
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.
METHOD OF CALCULATION OF EXTENDED LARGE-PANEL BUILDINGS SUBJECTED TO FORCE AND TEMPERATURE ACTION
Buadze I.E., Gagnidze I.S., Ksenidi B.S.
INTERACTION OF CURVED CRACK FACES IN BENDING STRIP (BEAM) UNDER INFLUENCE OF TEMPERATURE FIELD
Mustafayev A.B.
INHIBITION OF CURVILINEAR COHESIVE CRACK GROWTH IN A BENDING STRIP (BEAM) BY INDUCED HEAT STRESS FIELD
MUSTAFAYEV A.B.
THE INVESTIGATION OF THE BENDING FORM OF BUCKLING FOR STRUCTURALLY-ANISOTROPIC PANELS MADE OF COMPOSITE MATERIALS IN OPERATING MATLAB SYSTEM
FIRSANOV V.V., GAVVA L.M.
THE MANAGEMENT BY DESIGN PARAMETERSIN THE OPTIMAL DESIGHN PROBLEMS
Klyuyev S.V., Klyuyev A.V.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
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