| Issue |
Title |
File |
| No 3 (2013) |
MORE ACCURATE DEFINITION OF REAL PHYSICAL-AND-MECHANICAL CHARACTERISTICS OF GROUND FORMING THE BASIS OF THE WATER CONTAINER OF ZAGORSK HYDRO ELECTRIC STATION-2 ON THE BASE OF ANALYTICAL INVESTIGATIONS AND DATA OF NATURAL CONTROL |
(Rus)
|
|
Shestopalov P.V.
|
| No 3 (2013) |
CONSTRUCTION OF A TRIANGULAR FINITE ELEMENT FOR THIN SHELL CALCULATION ON THE BASE OF THE LIMIT SCHEME OF FINITE ELEMENT ANALYSIS |
(Rus)
|
|
Serpik I.N., Udalov S.E., Serpik L.G.
|
| No 3 (2013) |
TRANSFORMATION OF THE SHELL EQUATIONS WHEN A VARIABLE CHANGES |
(Rus)
|
|
Ivanov V.N.
|
| No 3 (2013) |
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS |
(Rus)
|
|
Penkovskiy G.F., Sevastiyanov V.V.
|
| No 3 (2013) |
A FINITE ELEMENT ANALYSIS OF AXISYMMETRIC LOADED SHELLS OF REVOLUTION WITH A BRANCHING MERIDIAN UNDER ELASTIC-PLASTIC DEFORMING |
(Rus)
|
|
Klochkov Y.V., Nikolaev A.P., Dzhabrailov A.S.
|
| No 3 (2013) |
ANALYSIS RESEARCHES OF COMPENSATION PARTS OF STEEL-AND-REINFORCED CONCRETE PRESSURE HEAD CONDUITS, ARRANGED WITH APPLICATION OF THE LOW-MODULAR LAYING |
(Rus)
|
|
Lisichkin A.S.
|
| No 3 (2013) |
AN INFLUENCE OF COORDINATE CHANGEABLENESS OF DISSIPATIVE FACTORS ON FORCE RESISTANCE OF REINFORCED CONCRETE TO DEFORMING |
(Rus)
|
|
Bondarenko V.M., Ivanov A., Migal’ R.E., Tsareva A.V.
|
| No 3 (2013) |
THE PROBLEMS OF THE CREEP THEORY |
(Rus)
|
|
Sanzarovsky R.S.
|
| No 3 (2013) |
THE CRACK NUCLEATION IN THE ISOTROPIC PLATE, WEAKENED BY A PERIODICAL SYSTEM OF CIRCULAR HOLES UNDER TRANSVERSE BENDING |
(Rus)
|
|
Iskenderov R.A.
|
| No 3 (2013) |
REMOVAL OF THE FALSE TARGETS IN THE ISSUESOF SPATIAL TRIANGULATION BY PROJECTIVE GEOMETRY METHODS |
(Rus)
|
|
DRAGOVIC M., KNEZEVIC D., Shambina S.L., CUCAKOVIC A., SRECKOVIC M.
|
| No 2 (2013) |
THE LOCAL STRESS-STRAIN STATE OF A CYLINDRICAL SHELL ON THE BASIS OF THE THREE-DIMENSIONAL EQUATIONS OF THE THEORY OF ELASTICITY |
(Rus)
|
|
Firsanov V.V.
|
| No 2 (2013) |
MOISTURE ELASTICITY OF THICK-WALLED INHOMOGENEOUS CYLINDER UNDER NONSTATIONARY HUMIDITY CONDITIONS |
(Rus)
|
|
Andreev V.I., Avershyev A.S.
|
| No 2 (2013) |
TRANSFORMATION OF WAVES SPREADING ALONG BURIED PIPELINE BECAUSE OF CONSTRUCTIVE INCLUSIONS |
(Rus)
|
|
Lalin V.V., Denisov G.V.
|
| No 2 (2013) |
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE |
(Rus)
|
|
Kuznetsova E.V., Kolmogorov G.L.
|
| No 2 (2013) |
OPTIMISATION CEMENT CONTENT FOR GRAVELLY LATERITIC FOR REALIZATION OF PAVEMENTS BASE IN NORTH BENIN |
(Eng)
|
|
Zevounou C., Gibigaye M., ALLOBA E., YABI C.
|
| No 2 (2013) |
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS" |
(Rus)
|
|
Ivanov V.N., Grinko E.A.
|
| No 2 (2013) |
THE STUDY THE ELASTO-PLASTIC BAR STABILITY IN CASE OF ECCENTRICITY APPLICATION OF THE FAST INCREASING LOAD |
(Rus)
|
|
Manchenko M.M.
|
| No 2 (2013) |
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS |
(Rus)
|
|
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
|
| No 2 (2013) |
PURE BENDING OF THE PLATE WEAKENED BY THE PERIODIC SYSTEM OF CIRCULAR HOLES AND RECTILINEARLY THROUGH CRACKS |
(Rus)
|
|
Isgandarov R.A.
|
| No 2 (2013) |
THE APPLICATION OF BEM OF THEORY OF ELASTICITY FOR MODELING OF THE WIND FLOW OVER THE BRIDGE STRUCTURES |
(Rus)
|
|
Dorogan A.S.
|
| No 2 (2013) |
ON OPTIMUM FORM OF GROUND-THROWER'S BLADE |
(Rus)
|
|
Semkiv O.M., Popova A.N., Shatokhin V.M.
|
| No 1 (2013) |
TECHNICAL WELL DRILLING FOR SECURING OF WET SOILS BY THE METHOD OF JET CEMENTATION |
(Rus)
|
|
Shelkovnikov I.G., Shtepa I.V.
|
| No 1 (2013) |
IDENTIFICATION OF DYNAMIC CALCULATION PARAMETERS OF STRUCTURES ON AN EXAMPLE OF BUILDING OF THE SKI STADIUM |
(Rus)
|
|
Kolesnikov A.V.
|
| No 1 (2013) |
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA |
(Rus)
|
|
Shestopalov P.V.
|
| No 1 (2013) |
DISCREET METHOD FOR DERIVATION OF FORMULAS FOR FREE CYCLIC FREQUENCIES OF OSCILLATING BARS WITH DISTRIBUTED MASSES |
(Rus)
|
|
Borzyg E.P.
|
| No 1 (2013) |
ON OPPORTUNITY OF SHELL STRUCTURES IN MODERN ARCHITECTURE AND BUILDING |
(Rus)
|
|
Krivoshapko S.N.
|
| No 1 (2013) |
THE DETERMINATION OF POSSIBILITY OF LOSS OF STRENGTH OF ARCH MADE OF U-SHAPE PROFILES WITH REDUCED GEOMETRICAL CHARACTERISTICS |
(Rus)
|
|
Veselev Y.A., Karabutov M.S.
|
| No 1 (2013) |
ELASTIC AND PLASTIC DEFORMATION OF STRENGTHENED FERRO-CONCRETE CONSTRUCTIONS |
(Rus)
|
|
Serazutdinov M.N., Ubaydulloyev M.N.
|
| No 1 (2013) |
COMPARING THE RESULTS OF THE THIN-WALLED BAR TORSION PROBLEM ACCORDING TO VLASOV AND SLIVKER THEORIES |
(Rus)
|
|
Dyakov S.F.
|
| No 1 (2013) |
RESOLVING EQUATIONS OF THE BOUNDARY INTEGRAL APPROACH FOR THE PROBLEM OF INTERACTION OF A FINITE BODY WITH HALF-PLANE |
(Rus)
|
|
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
|
| No 1 (2013) |
INTENSIFICATION OF PROCESSES OF ROLLING |
(Rus)
|
|
Kohun L.S., Morozov Y.A.
|
| No 1 (2013) |
ALCULATION OF SPATIAL INELASTIC COMPOSITE RODS |
(Rus)
|
|
Rochev A.A.
|
| No 1 (2013) |
DYNAMICS OF IDEAL PLASTIC CIRCULAR PLATE WITH HINGED SUPPORT FIXED |
(Rus)
|
|
Starov A.V.
|
| No 1 (2013) |
ON NATURAL FLEXURAL VIBRATIONS IN A STEPWISE CANTILEVER BEAM WITH AN ATTACHED DISTRIBUTED MASS |
(Rus)
|
|
Khakimov A.G.
|
| No 1 (2013) |
THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY |
(Rus)
|
|
Kositsyn S.B., Than H.L.
|
| No 4 (2012) |
PROBLEMS OF ANALYSIS OF CONSTRUCTIONS OF DIPLOMATIC COMPLEXES |
(Rus)
|
|
Razin A.D.
|
| No 4 (2012) |
CONSTRUCTION ON EXPANSIVE SOILS: CASE OF ROAD SECTION SÉHOUÈ-MASSI |
(Eng)
|
|
ALLOBA I., ZEVOUNOU C., YABI C.P.
|
| No 4 (2012) |
PRILOZhENIE REShENIYa PROSTRANSTVENNOY FIZIChESKI NELINEYNOY ZADAChI K RASChETU PLIT, KONTAKTIRUYuShchIKh S RAZLIChNYMI SREDAMI |
(Rus)
|
|
IVANOV S.P., IVANOV O.G., AKhMETShIN M.N.
|
| No 4 (2012) |
FEATURES OF THE IMAGE OF PROCESS OF FORMATION OF SURFACES IN AUTOCAD SYSTEM |
(Rus)
|
|
Romanova V.A.
|
| No 4 (2012) |
ERKhOV MIKhAIL IVANOVICh |
(Rus)
|
|
- -.
|
| No 4 (2012) |
KINEMATIC MODEL OF TWO-LAYER PLATES WITH THE REINFORCING LAYER FROM THE COMPOSITE MATERIAL |
(Rus)
|
|
Inozemtseva O.V., Ignatyev A.S.
|
| No 4 (2012) |
INTERACTION OF ANISOTROPICBAND AND RIGID BASE |
(Rus)
|
|
Kudryavtsev S.G., Buldakova B.M.
|
| No 4 (2012) |
BEARING RESISTANCE OF ECCENTRICALLY COMPRESSED REINFORCED RODS WITH THE USE OF COMPLETE DIAGRAM OF REINFORCED MATERIAL DEFORMATION AS EXEMPLIFIES BY REINFORCED CONCRETE ROD |
(Rus)
|
|
Hajiyev M.о., ALAEVA S.M., Alaeva S.M.
|
| No 4 (2012) |
generatrix SLOPE ANGlE INFLUENCE ON THE mode of deformation of OPEN HELICOIDAL SHELLS CALCULATED BY ANALYTICAL SMALL PARAMETER METHOD WITH THREE TERMS OF SERIES |
(Rus)
|
|
Rynkovskaya M.I.
|
| No 4 (2012) |
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE |
(Rus)
|
|
Agapov V.P., Vasiliev A.V.
|
| No 4 (2012) |
PECULIARITIES OF BEHAVIOR OF UNDERGROUND PIPELINES WITH THE STRUCTURAL INCLUSIONS UNDER DYNAMIC ACTIONS |
(Rus)
|
|
Denisov G.V., Lalin V.V.
|
| No 4 (2012) |
NATURAL AND THEORETICAL RESEARCHES OF STRESS-STRAIN STATE OF THE LOWER BREAST WALLS OF WATER-DISTRIBUTOR OF ZHAGORSK GAES-2 |
(Rus)
|
|
Melnikova N.I.
|
| No 4 (2012) |
ON THE DETERMINATION OF ELASTIC POTENTIAL OF SPHERICAL RUBBER MEMBRANES |
(Rus)
|
|
Galimov N.K., Yakupov S.N., Yakupov S.N.
|
| No 4 (2012) |
DETACHMENT OF ELEMENTARY STRESS-STRAIN STATESFROM ZERO CURVATURE SHELL EQUATIONS |
(Rus)
|
|
Zveryaev Y.М., Makarov G.I.
|
| No 4 (2012) |
5-ya MEZhDUNARODNAYa NAUChNO-PRAKTIChESKAYa KONFERENTsIYa "INZhENERNYE SISTEMY-2012" |
(Rus)
|
|
GRIN'KO E.A.
|
| No 4 (2012) |
TENSION TYPE EFFECT ON ROLLING STABILITY |
(Rus)
|
|
Kohan L.S., Belelyubsky B.F.
|
| No 3 (2012) |
DETERMINATION OF MECHANICAL PROPERTIES OFCOMPOSITE MATERIAL "COPPER-NICKEL" BASED ON METAL POWDERS |
(Rus)
|
|
Kohan L.S., Shulgin A.V., Novozhilov I.S.
|
| No 3 (2012) |
THE RESEARCH OF STRAINED SILO STATE USING CAD |
(Rus)
|
|
Markovich A.S., Pankratova G.E.
|
| No 3 (2012) |
PRESSURE OSCILLATIONS CHANGE IN CIRCULAR CYLINDRICAL SHELLS UNDER HIGH PRESSURE WAVES PROPAGATION ZONE LIMITATION |
(Rus)
|
|
Rekach F.V.
|
| No 3 (2012) |
MISTAKES OF THE STANDARDS FOR THE DESIGN OF REINFORCED CONCRETE |
(Rus)
|
|
Sanzharovsky R.S.
|
| No 3 (2012) |
MONOLITH HOLLOW FLOORS FOR DWELLING HOUSES |
(Rus)
|
|
Glotov D.A., Loskutov I.S., Kantur O.V.
|
| No 3 (2012) |
CRACK GROWTH RESISTANCE INCREASE OF REINFORCED CONCRETE DAMAGED BY CORROSION WITH REDUCTION OF PRESTRESSING |
(Rus)
|
|
Baydin O.V.
|
| No 3 (2012) |
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS |
(Rus)
|
|
Korobko V.I., Aktuganov A.A.
|
| No 3 (2012) |
ON THE PROBLEM OF TWIRLED MOVEMENT OF VISCOUS LIQUID IN A PIPE |
(Rus)
|
|
Ponomarev N.K.
|
| No 3 (2012) |
THE MECHANISM OF REGULATION OF PRICES FOR THE PRODUCTS OFBUILDING COMPLEX IN THE MIDDLE EAST |
(Rus)
|
|
Lork A.
|
| No 3 (2012) |
THE SETTLEMENT OF THE DAY SURFACE HETEROGENEOUS IN DEPTH HALF-SPACE AS THE RESULT OF UNSPECIFIED DISTRIBUTED LOAD |
(Rus)
|
|
Hajiyev M.о., Draz V.M.
|
| No 3 (2012) |
THE PERFECTION OF AN ANALYSIS METHOD OF SPATIAL SYSTEMS CONSISTING OF BOUND CLOSED CYLINDRICAL SHELLS |
(Rus)
|
|
ShAGIVALEEV K.F., BUROV S.N.
|
| No 3 (2012) |
MODELING OF THE STRESS-STRAIN STATEOF STRENGTHENED BEAM SYSTEMS |
(Rus)
|
|
Ubaydulloye M.N., Serazutdinov M.N.
|
| No 2 (2012) |
K TEORII TREShchINOSTOYKOSTI ZhELEZOBETONA |
(Rus)
|
|
MAYOROV V.I.
|
| No 2 (2012) |
ДЛИТЕЛЬНАЯ ПРОЧНОСТЬ ПЛИТЫ ИЗ КОМПОЗИТА ПОЛИЭСТЕР-ДЕРЕВО |
(Rus)
|
|
Olodo E.E., Adjovi E., Kopnov V.A.
|
| No 2 (2012) |
SYSTEM OF RESOLVING EQUATIONS OF BOUNDARY INTEGRAL APPROACH FOR THE HALF-SPACE WITH REINFORCED HOLE UNDER THE TENSION TO INFINITY |
(Rus)
|
|
NIZOMOV D.N., KhODZhIBOEV A.A., SALOMOV N.G.
|
| No 2 (2012) |
EXPLORATIONS OF THE TENSION MECHANISM AT COLD ROLLING OF STRIPS |
(Rus)
|
|
Kohan L.S., Belelyubsky B.F.
|
| No 2 (2012) |
NUMERICAL ANALYSIS OF THE STRESS-STRAIN STATE OF THE MEMBRANE SHELL WITH ACCOUNT OF GEOMETRICAL NON-LINEARITY |
(Rus)
|
|
Trushin S.I., Sysoeva E.V.
|
| No 2 (2012) |
THE DECISION OF PHYSICALLY NONLINEAR FLAT PROBLEM OF THE THEORY OF ELASTICITY AND ITS APPLICATION TO CALCULATION OF THE BEAMS CONTACTING WITH BED |
(Rus)
|
|
Ivanov S.P., AKhMETShIN M.N., Akhmetshin M.N.
|
| No 2 (2012) |
Geometry and forming of the polyhedral Box tYpe surfaces on base cyclic surface |
(Rus)
|
|
Ivanov V.N.
|
| No 2 (2012) |
IMPROVEMENT OF AN APPROXIMATION SCHEMEFOR ROD FINITE ELEMENT DISPLACEMENTS TO ANALYZETHE REINFORCED PLATES |
(Rus)
|
|
Serpik I.N., Shviryaev M.V., Tyutyunnikov A.I.
|
| No 2 (2012) |
A CRACK WITH INTERFACIAL BONDS BETWEEN FACE ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS |
(Rus)
|
|
Hasanov S.H.
|
| No 2 (2012) |
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 |
(Rus)
|
|
Сhernyaev А.A.
|
| No 2 (2012) |
DETERMINATION OF STRESSES IN THE INTERSECTION OF PLANES UNDER PLANE LOADING ON THE BASIS OF THE FEM |
(Rus)
|
|
Kiselyov A.P., Gureyeva N.A., Kiselyova R.Z., Leont'eva V.V.
|
| No 2 (2012) |
EXPERIMENTAL RESEARCH OF BEHAVIOR OF SHELL MADE OF ROLLED METAL THIN-SHEET PROFILES SUBJECTED TO THE WIND ACTION AND COMPARISON OF EXPERIMENTAL RESULTS WITH THE RESULTS OF COMPUTER MODELING OF WIND PRESSURE |
(Rus)
|
|
Veselev Y.A., Karabutov M.S.
|
| No 2 (2012) |
ENERGY METHOD OF ESTIMATION OF STABILITY OF PRESSED REINFORCED CONCRETE ELEMENTS |
(Rus)
|
|
Larionov E.A., Rimshin V.I., Vasilkova N.T.
|
| No 1 (2012) |
NUMERICAL SOLUTION OF THE FLAT PROBLEM OF ELASTICITY THEORY WITH TAKING INTO ACCOUNT THE ANISOTROPY OF MATERIALS |
(Rus)
|
|
Nizomov J.N., Hojiboe A.A., Hojiboev O.A.
|
| No 1 (2012) |
STability of linear stochastic systems |
(Rus)
|
|
Nabatov I.V.
|
| No 1 (2012) |
EFFECT OF TENSION ON THE REDUCE POWER CONSUMPTION DURING HOT ROLLING |
(Rus)
|
|
Kohan L.S., Belelyubsky B.F., Lapteva M.I.
|
| No 1 (2012) |
THE COMPARISON OF BEHAVIOR OF AN ARCH OF ROLLED METAL THIN-SHEET PROFILES LOADED BY WIND LOAD ACCORDING TO THE STANDARDS AND LOADED BY LOAD DERIVED WITH THE HELP OFCOMPUTER MODELING |
(Rus)
|
|
Veselеv Y.A., Karabutov M.S.
|
| No 1 (2012) |
ON CALCULATION OF SEISMIC-FIRM BUILDING ON HARD SUSPEND |
(Rus)
|
|
Penkovskiy G.F., Sevastianov V.V.
|
| No 1 (2012) |
PRESSURE OSCILLATIONS IN CIRCULAR CYLINDRICAL SHELLS WITH MEMBRANE - DISCHARGE DEVICE |
(Rus)
|
|
Rekach F.V.
|
| No 1 (2012) |
CALCULATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMN WHILE FRACTURING |
|
|
Serdyukhov V.N.
|
| No 1 (2012) |
ANALYTICAL CALCULATION OF THE SPATIAL ROD SYSTEM |
|
|
Kirsanov M.N.
|
| No 1 (2012) |
Forming A Structural Design USING genetic algorithm and Delaunay tetrahedral partition |
|
|
Alekseytsev A.V., Serpik I.N., Kurchenko N.S.
|
| No 1 (2012) |
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES |
|
|
Bogachenko S.V.
|
| No 1 (2012) |
REDUCTION OF RIGID ROLLED U-SHAPED ARCH PROFILETO A PROFILE WITH T-SECTION |
(Rus)
|
|
Veselev Y.A., Karabutov M.S.
|
| No 1 (2012) |
SPATIAL CALCULATION OF INELASTIC COMPOSITE BARS |
(Rus)
|
|
Rochev A.A.
|
| No 1 (2012) |
DISPLACEMENTS AND STRAINS OF COUNTOURS OF THE UNDERGROUND STRUCTURES IN CRACKED ROCK MASSIF |
(Rus)
|
|
Nizomov J.N., Hojiboev A.A., Hojiboev O.A.
|
| No 1 (2012) |
STRESS RELAXATION OF REINFORCED CONCRETE BEAM UNDER AXIAL LOAD |
(Rus)
|
|
Vasil'kova N.T., BAShKATOVA M.E., LARIONOV E.A.
|
| No 4 (2011) |
THE COMPLETE SYSTEM OF EQUATIONS OF DYNAMIC LOADING IDEAL PLASTIC SHALLOW SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT LARGE DISPLACEMENTS |
(Rus)
|
|
Starov A.V.
|
| No 4 (2011) |
THE DEFINITION OF THE MAXIMAL DEFLECTION OF RHOMBIC PLATES WITH COMBINED BOUNDARY CONDITIONS WITH USE OF THE RELATION OF CONFORMAL RADIUSES |
(Rus)
|
|
Коrоbkо A.V., Сhernyaev А.А.
|
| No 4 (2011) |
K 100-letiyu so dnya rozhdeniya d-ra tekhn. nauk, professora V.G. Rekacha |
(Rus)
|
|
- -.
|
| No 4 (2011) |
Doktor tekhnicheskikh nauk, professor Aleksey Rufovich RZhANITsYN |
(Rus)
|
|
- -.
|
| No 4 (2011) |
Geometry and forming of the normal surfaceswith system of plane coordinate lines |
(Rus)
|
|
Ivanov V.N.
|
| No 4 (2011) |
INTERACTION OF SYSTEM OF OPEN CRACKS ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS |
(Rus)
|
|
Hasanov S.o.
|
| No 4 (2011) |
THE INVERSE PROBLEM FOR LONGITUDINAL-AND-TRANSVERSAL BENDING OF BAR |
(Rus)
|
|
Akhtyamov A.M., Zakharova M.A.
|
| No 4 (2011) |
THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT |
(Rus)
|
|
Novikov S.P.
|
| No 4 (2011) |
THE DETERMINATION OF UNFAVORABLE TRAJECTORY OF TORNADO MOVEMENT BY ANALOGY WITH ANALYSIS OF TRUSS |
(Rus)
|
|
Zylev V.B., Grigoriyev N.A.
|
| No 4 (2011) |
DESIGN OF SPORTS-AND-RELAXATION BUILDING |
(Rus)
|
|
Krivoshapko S.N., Emelianova E.M., Mamiyeva I.A.
|
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