Pesquisa

Edição
Título
Autores
Comparison of the calculation results of structures for specified accelerograms by nonlinear static and nonlinear dynamic methods
Bulushev S.
Determination of destructive forces in a rod-cable arch
Dmitriev I.
FEASIBLITY EVALUATION FOR A PREDEFINED SEISMIC RESISTANCE OF STRUCTURES
DZHINCHVELASHVILI G., BULUSHEV S.
Stress changing analysis in structures with account of the erection level
Mkrtychev O., Andreev M., Sidorov D.
Design Wind Directions in Bearing Capacity Assessment of Triangular Antenna-Mast Structures
Markina Y.
ON THE DEFORMATION ANALYSIS OF FRAMES OF INELASTIC CONSTITUENTS
Rochev A.
Development of a method for calculating the stress state in horizontal sections of hydraulic engineering angular-type retaining walls
Rubin O., Lisichkin S., Pashenko F.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.
Optimization of channels and I-shaped bended closed profiles with perforated walls
Marutyan A.
Investigation of the accuracy and convergence of the results of thin shells analysis using the PRINS program
Agapov V., Markovich A.
THE CALCULATION OF INELASTIC COMPOSITE CIRCULAR ARCHES
Rochev A.
ON ANALYSIS OF FRAMES MADE OF NON-ELASTIС COMPOSITE ELEMENTS WITH TERMAL ACTION TAKEN INTO ACCOUNT
Rochev A.
Theory of “dissolution” and “condensation” of the physical geometric characteristics of an arbitrary cross-section under the action of torsion with bending
Kolchunov V., Demyanov A., Naumov N.
Energy-Based Evaluation of Dynamic Soil-Structure Interaction Process Under Seismic Impact from Explosion
Rakhmonov B., Sagdiev K., Ter-Martirosyan A., Mirsayapov I., Erofeev V.
Basic principles in the theory of force and thermal force resistance of concrete
Fedorov V., Levitsky V., Isaeva E.
Diagnostics of thin-walled structures of complex geometry and structure
Yakupov N., Yakupov S.
RESEARCHING OF CALCULATING MODELS OF THE WALLS OF SILO BUILDINGS
MARKOVICh A., PANKRATOVA G.
IMPROVEMENT OF THE METHOD OF CALCULATION OF INDUSTRIAL LOOP CONNECTIONS OF FITTINGS OF REINFORCED CONCRETE CONSTRUCTIONS OF HYDROELECTRIC POWER STATION AND THE NPP AT THE LIMIT STATE
Klimov E., Nikolaev V.
Statics and dynamics of curved rods based on Bernoulli hypotheses and relations for a rectilinear rod
Serazutdinov M.
Seismic stability of vibration-insulated turbine foundations depending on the frequency composition of seismic impact
Babsky A., Lalin V., Oleinikov I., Tarasov V.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.
SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
Rochev A.
METHODOLOGY FOR DURABILITY CALCULATION OF REINFORCED CONCRETE STRUCTURES OF HYDROTECHNICAL ERECTIONS STRENGTHENED BY COMPOSITE MATERIALS
Rubin O., Lisichkin S., Frolov K.
Rationalization of the constructive form of towers with prestressed cables
Sitnikov I., Golikov A.
Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
Solovev S., Inkov A., Soloveva A.
Calculated assessment of the impact of geometric deviations from the design on the parameters of mechanical safety of building metal structures within the framework of scientific and technical support for construction
Belostotsky A., Dmitriev D., Petryashev S., Nagibovich T.
I-shaped bent closed profiles with tubular shelves and calculation of the optimal layout of their composite sections
Marutyan A.
DYNAMIC CALCULATION CORRECT N-COAL, TRIANGULAR AND RHOMBIC PLATES WITH HINGE A SUPPORT ON A CONTOUR WITH USE OF THE RELATIONS OF CONFORMAL RADIUSES AS GEOMETRICAL ARGUMENT
Сhernyaev А.
Development of the design module of the software and hardware complex to ensure the safety of mutually influencing HPS
Rubin O., Antonov A., Bellendir E., Kobochkina E., Kotlov O.
Modern software features for shape optimization of shells
Ermakova E., Rynkovskaya M.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A., Veremeev D.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O., Bulushev S.
THE MECHANISM OF REGULATION OF PRICES FOR THE PRODUCTS OFBUILDING COMPLEX IN THE MIDDLE EAST
Lork A.
Curved closed profiles and calculation of their optimal parameters
Marutyan A.
Compaction of the snow base of Vostok station wintering complex
Pashchenko F., Kharkov N., Sidorenko A., Garbuzov V.
Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses
Marutyan A.
The effectiveness of the implementation of pile foundations on the example of the reactor building of a nuclear power plant with VVER-1000
Sargsyan A., Gukova E.
THE RESEARCH OF STRAINED SILO STATE USING CAD
Markovich A., Pankratova G.
Influence of Joint Type on Member Forces in Metal Ribbed-Ring Dome Frame Taking into Account Different Number of Supporting Columns
Lebed E.
Methodology for determining progressing ultimate states based on the displacement method
Stupishin L., Nikitin K., Moshkevich M.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O., Novozhilov Y., Savenkov A.
Substantiation of the necessity and method of upgrading the software of the measuring complex for assessing the load capacity of girder spans of road bridges
Salamakhin P., Lugovtsev E.
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES
Razin A.
Comparative calculation of optimal parameters of channel bent and bent closed profiles
Marutyan A.
Optimization of Section Parameters of Finite Stiffness Cable Under Transverse Impact
Tarasov D.
Determination of the survivability parameters of a reinforced concrete spatial frame operating under conditions of a complex stress state
Osovskikh O., Osovskikh E., Travush V.
Justification of the development and application of express assessment programs for road bridges when heavy vehicles pass through them
Lugovtsev E.
1 - 47 de 47 resultados
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