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The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures
Pyatikrestovsky K.P., Sokolov B.S.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.V.
Influence of the size of the upper ring on the stressed state of the ribbed-ring metal dome
Lebed E.V.
STRESS STATE CALLED AS "BOUNDARY LAYER" IS BOUNDARY TORSION OF THE RECTANGULAR PLATE
Firsanov V.V.
INCREASING OF THE LOAD-CARRING CAPACITY IN THE STRENGTHENED LOADED STRUCTURES
SERAZUTDINOV M.N., UBAYDULLOEV M.N., ABRAGIM K.A.
Stress state of metal dome meridional ribs at different stages of overhang erection process
Lebed E.V., Vershinin V.P.
INNOVATIVE MASONRY MADE OF LARGE-SIZE HOLLOW UNITS WITH 50% POROSITY AND WITH GLUE JOINTS
Granovsky A.V., Kondratyeva E.Y.
CREEP OF POLYTETRAFLUOROETHYLENE UNDER VARIOUS LOADING CONDITIONS
Ogorodov L.I., Nickolaeva I.P., Yakovleva E.L., Fominykh O.V.
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY
Firsanov V.V.
EFFECT OF WINDING PATTERN ON STIFFNESS AND STRESS STATE OF CURVED MULTILAYER PIPES OF COMPOSITE MATERIALS
Loskutov Y.V., Ivanov S.P., Bagautdinov I.N., Gizatullin, R.G., Egorov A.V.
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING
Serdyukhov V.N.
CALCULATION OF STATICALLY INDETERMINABLE STRUCTURES STRENGTHENED BY THE METHOD OF REDISTRIBUTION OF STIFFNESS
Ubaydulloyev M.N.
1 - 12 of 12 Items

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