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Effect of gelatin powder, almond shell, and recycled aggregates on chemical and mechanical properties of conventional concrete
Hematibahar M., Esparham A., Vatin N.I., Kharun M.I., Gebre T.H.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T.H., Galishnikova V.V., Lebed E.V.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S.Y., Fedorova N.V.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.V.
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM
Kiselyov A.P., Gureyeva N.A., Kiselyova R.Z., Leont'eva V.V.
ON COMMUNICATION BETWEEN THE LEVEL OF FORCE LOADING AND POWER LOSSES UNDER DEFORMATION OF REINFORCED CONCRETE STRUCTURES
BONDARENKO V.M., YAGUPOV B.A.
TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY
KLYUEVA N.V., KARPENKO D.V., KASHCHAVCEV A.A.
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS
Starov A.V.
DYNAMIC RESPONSE OF PAVEMENT SUBJECTED TO MOVING LOAD
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
INTERACTION OF SYSTEM OF OPEN CRACKS ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.o.
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS
ShAGIVALEEV K.F., BUROV S.N.
THE INVESTIGATION OF STABILITY OF ELASTIC PLATES AND SHELLS WITH THE HELP OF FE MODELING
Manuylov G.A., Kositsyn S.B., Begichev M.M.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
Experimental determination of the limiting flexibility of eucalyptus wood for axially compressed elements
Cajamarca-Zuniga D., Carrasco C., Molina B.
CALCULATION OF THIN-WALLED SPATIAL SYSTEMS CONSISTING OF JOINTED CLOSED BARREL SHELLS BY THE METHOD OF FORCES
Shagivaleev K.F., Burov S.N.
EXPERIMENTAL ANALYSIS OF THE RUPTURE OF POLYESTER-WOOD COMPOSITE UNDER
OLODO E.T., ADJOVI E.C., SHAMBINA S.L.
Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures
Klochkov Y.V., Nikolaev A.P., Ishchanov T.R., Andreev A.S., Klochkov M.Y.
EQUILIBRIUM STATE ANALYSIS OF A SYSTEM WITH UNILATERAL CONSTRAINTS BY FINITE DISPLACEMENTS
Goldshtein Y.B.
THE FINITE ELEMENT ANALYSIS OF PLATES WITH THE ACCOUNT OF SHEAR DEFORMATIONS
Agapov V.P., Tseva A.V.
REVIEW OF METHODS AND RESULTS OF EXPERIMENTAL INVESTIGATIONS OF STEEL AND STEEL CONCRETE STRUCTURES UNDER SPECIAL IMPACT
Alekseytsev A.V., Kurchenko N.S.
NONLINEAR DYNAMICS OF CLOSED CYLINDRICAL SHELLS UNDER THE ACTION OF LOCAL TRANSVERSE LOADS
Krysko V.A., Shagivaleev K.F.
CALCULATED METHOD OF RESEARCH OF FATIGUE FRACTURE OF THE ROAD COVERING
Hasanov S.H.
1 - 23 of 23 Items

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