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Three-Dimensional Analysis of T-connections of Cylindrical Shells Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y., Osetinskii L.N.
Optimization of Section Parameters of Finite Stiffness Cable Under Transverse Impact
Tarasov D.A.
The trends and practical look of advanced steel frame structures
Vatin N.I., Gebre T.H., Gebreslassie S.B.
Static and dynamic analyses of the heightening of concrete face gravel dam Limon (Peru)
Lyapichev Y.P.
Numerical Stress Analysis of Orthogonally Intersecting Cylindrical Shells Interacting with Soil Considering Stages of Construction
Kosytsyn S.B., Akulich V.Y.
Comparison of methods for analysis of structural systems under sudden removal of a member
Savin S.Y., Fedorova N.V.
Ruled Shells of Conical Type on Elliptical Base
Krivoshapko S.N.
Optimization of channels and I-shaped bended closed profiles with perforated walls
Marutyan A.S.
THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS
GIL-OULBE M., SHAMBINA S.L., DAU T.
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.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.V.
Determination of the survivability parameters of a reinforced concrete spatial frame operating under conditions of a complex stress state
Osovskikh O.E., Osovskikh E.V., Travush V.I.
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.M., Lugovtsev E.A.
COMPUTER PROGRAM CALCULATION ACCURACYHINGE-BAR SYSTEMS
BОNDAREV А.B.
ON THE DEFORMATION ANALYSIS OF FRAMES OF INELASTIC CONSTITUENTS
Rochev A.A.
Shells in the form of algebraic ruled surfaces on a rhombic base
Tupikova E.M.
Shell structures and shells at the beginning of the 21st century
Krivoshapko S.N.
Comparative calculation of optimal parameters of channel bent and bent closed profiles
Marutyan A.S.
THE CALCULATION OF INELASTIC COMPOSITE CIRCULAR ARCHES
Rochev A.A.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
Influence of the size of the upper ring on the stressed state of the ribbed-ring metal dome
Lebed E.V.
The impact of heavy object on an underground structure when falling onto the ground surface
Mkrtychev O.V., Novozhilov Y.V., Savenkov A.Y.
Optimization study of shape of translational shell of square plan
Tupikova E.M.
SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS
Rochev A.A.
Influence of Joint Type on Member Forces in Metal Ribbed-Ring Dome Frame Taking into Account Different Number of Supporting Columns
Lebed E.V.
Modern software features for shape optimization of shells
Ermakova E.V., Rynkovskaya M.I.
Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses
Marutyan A.S.
Rationalization of the constructive form of towers with prestressed cables
Sitnikov I.R., Golikov A.V.
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.A.
Energy-Based Evaluation of Dynamic Soil-Structure Interaction Process Under Seismic Impact from Explosion
Rakhmonov B.S., Sagdiev K.S., Ter-Martirosyan A.Z., Mirsayapov I.T., Erofeev V.T.
Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
Solovev S.A., Inkov A.E., Soloveva A.A.
Common irregularities and its effects on reinforced concrete building response
Ghimire K., Chaulagain H.
AN ANALYSIS OF REVIEWS ON THEORY OF THIN SHELLS AND ON THEIR APPLICATION
ThomaAnamaria A.
The influence of bracing on the stress state of the ribbed-ring dome framework
Lebed E.V.
Seismic stability of vibration-insulated turbine foundations depending on the frequency composition of seismic impact
Babsky A.E., Lalin V.V., Oleinikov I.I., Tarasov V.A.
Curved closed profiles and calculation of their optimal parameters
Marutyan A.S.
PROBLEMS OF ANALYSIS OF CONSTRUCTIONS OF DIPLOMATIC COMPLEXES
Razin A.D.
Seismic Fragility Analysis of Existing Old Newari Brick Masonry Building in Pokhara Valley
Chapagain K., Chaulagain H.
I-shaped bent closed profiles with tubular shelves and calculation of the optimal layout of their composite sections
Marutyan A.S.
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
SEMENOV D.A.
ON ANALYSIS OF FRAMES MADE OF NON-ELASTIС COMPOSITE ELEMENTS WITH TERMAL ACTION TAKEN INTO ACCOUNT
Rochev A.A.
1 - 41 of 41 Items

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