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Using Solid Superelements for Nonlinear Analysis of Slab-and-Beam Structures in the PRINS Software
Agapov V.P., Markovich A.S.
Strengthening of reinforced concrete structures by composite materials taking into consideration the carbonization of concrete
Rimshin V.I., Truntov P.S.
EXPERIMENTAL INVESTIGATIONS OF REINFORCED CONCRETE STRUCTURES OF HYDRAULIC STRUCTURES WITH BLOCK SEAMS, ENHANCED BY THE EXTERNAL REINFORCEMENT SYSTEM
Rubin O.D., Lisichkin S.E., Frolov K.E.
Load-Bearing Capacity of Podium Frame for Translucent Atrium Roof
Masenene A.R., Klyuev S.V.
Finite Element for the Analysis of Massive Reinforced Concrete Structures with Cracking
Agapov V.P., Markovich A.S.
Models of nonlinear deformation of concrete in a triaxial stress state and their implementation in the PRINS computational complex
Agapov V.P., Markovich A.S., Aidemirov K.R.
ERRORS IN THE CONCRETE THEORY AND CREEPMODERN REGULATIONS
Sanzarovsky R.S., Manchenko M.M.
NONLINEAR CREEP THEORY OF CONCRETE AND REINFORCED CONCRETE AND MODERN STANDARDS
SANJAROVSKY R.S., MANCHENKO M.M.
ERRORS OF INTERNATIONAL STANDARDS ON REINFORCED CONCRETE AND RULES OF THE EUROCODE
SANZHAROVSKIJ R.S., MANCHENKO M.M.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
ZhURNALU «STROITEL'NAYa MEKhANIKA INZhENERNYKh KONSTRUKTsIY I SOORUZhENIY» 10 LET
Grishin D.K.
THE CREEP OF CONCRETE AND ITS INSTANTANEOUS NONLINEARITY OF DEFORMATION IN THE STRUCTURAL CALCULATIONS
Sanzarovsky R.S., Manchenko M L.N.
NON-LINEAR HEREDITARY CREEP THEORY
Sanzharovskij R.S.
MODELLING OF THE T-SECTION RODS IN THE ANALYSIS OF BUILDING STRUCTURES BY FINITE ELEMENT METHOD
AGAPOV V.P.
Long-Term Operation of Reinforced Concrete Frame on Deformable Soil Base Considering Loading and Exposure Conditions
Berlinov M.V.
Strength of Normal Sections of Flexural Reinforced Concrete Elements Damaged by Corrosion and Strengthened with External Composite Reinforcement
Rimshin V.I., Suleymanova L.A., Amelin P.A.
Algorithm for calculating the problem of unilateral frictional contact with an increscent external load parameter
Popov A.N., Lovtsov A.D.
55 YEARS OF THE DEPARTMENT OF STRENGTH OF MATERIALS AND STRUCTURES OF PEOPLES' FRIENDSHIP UNIVERSITY OF RUSSIA
Grishin D.K., Gill-oulbe M., Grinko E.A.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
1 - 20 of 20 Items

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