| Issue |
Title |
| No 4 (2017) |
INFLUENCE OF FRAME WORK STRENGTHENING ON THE STRESS-STRAIN STATE OF TWO-STOREY BUILDINGS OF LOW-STRENGTH MATERIALS |
|
|
RAZZAKOV S.J., KHOLMIRZAEV S.A. |
| Vol 15, No 4 (2019) |
Theory of “dissolution” and “condensation” of the physical geometric characteristics of an arbitrary cross-section under the action of torsion with bending |
|
|
Kolchunov V.I., Demyanov A.I., Naumov N.V. |
| Vol 15, No 4 (2019) |
Numerical analysis of mechanical safety parameters of Congress Hall building in Chelyabinsk |
|
|
Belostotsky A.M., Akimov P.A., Dmitriev D.S., Pavlov A.S., Dyadchenko Y.N., Nagibovich A.I. |
| Vol 14, No 6 (2018) |
Geometric modeling and linear static analysis of thin shells in the form of cylindroids |
|
|
Gil-oulbé M., Qbaily J. |
| Vol 14, No 5 (2018) |
Accounting for the filling of the reservoir when calculating the stress-strain state of a concrete dam |
|
|
Baklykov I.V. |
| Vol 14, No 4 (2018) |
Stress changing analysis in structures with account of the erection level |
|
|
Mkrtychev O.V., Andreev M.I., Sidorov D.S. |
| No 3 (2017) |
MOUNTING STRESS-STRAIN STATE OF JOINT-ROD COVERINGS OF DEPARTMENT OF BALLS AND REAGENTS |
|
|
YUGOV А.М., BОNDAREV А.B. |
| No 6 (2016) |
STRESS STATE CALLED AS "BOUNDARY LAYER" IS BOUNDARY TORSION OF THE RECTANGULAR PLATE |
|
|
Firsanov V.V. |
| No 1 (2012) |
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES |
|
|
Bogachenko S.V. |
| No 6 (2014) |
ESTIMATED RATIONALE AND TECHNICAL SOLUTIONS FOR STRENGTHENING CONCRETE STRUCTURES OF HPP (PSPP) HAVING CRACKS OF DIFFERENT DIRECTIONS, UNDER THE INFLUENCE OF COMPLEX LOADS |
|
|
Aleksandrov A.V., Rubin O.D., Lisichkin S.E., Balagurov V.B. |
| No 2 (2016) |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
|
|
Rubin O.D., Shestopalov P.V. |
| No 6 (2015) |
MATHEMATICAL MODEL OF THE STRESS-STRAIN STATE OF A BEAM WITH A VARIABLE SECTION WITH AN EFFECT OF "BOUNDARY LAYER" |
|
|
Firsanov V.V. |
| No 2 (2016) |
FINITE ELEMENT SIZE INFLUENCE UPON DESIGN STRESS-STRAIN STATE OF ARCH DAM |
|
|
Kozlov D.V., Volkov V.I., Golyshev A.I., Uchevatkin A.A. |
| No 6 (2015) |
ON PROBLEM OF STRENGTH ANALYSIS OF THIN LINEAR HELICOIDAL SHELLS |
|
|
Rynkovskaya M.I. |
| 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 |
|
|
Kositsyn S.B., Than H.L. |
| No 2 (2014) |
INVESTIGATION OF THE STRESS-STRAIN STATE OF CONSOLE PLATE WITH HOLES |
|
|
Zaytsev S.E., Safronov V.S. |
| No 1 (2016) |
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH |
|
|
Yakupov S.N., Nasibullin T.R. |
| No 4 (2013) |
INVESTIGATION OF THE STRESS-STRAIN STATE OF THE CONSOLE WITH HOLE |
|
|
Zaytsev S.E., Safronov V.S. |
| No 4 (2013) |
ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE |
|
|
Tran X.L. |
| No 4 (2013) |
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT |
|
|
Shestopalov P.V. |
| No 3 (2013) |
ANALYSIS RESEARCHES OF COMPENSATION PARTS OF STEEL-AND-REINFORCED CONCRETE PRESSURE HEAD CONDUITS, ARRANGED WITH APPLICATION OF THE LOW-MODULAR LAYING |
|
|
Lisichkin A.S. |
| No 4 (2016) |
MECHANICS OF THIN-WALLED STRUCTURES: HISTORY, DIAGNOSTICS |
|
|
YAKUPOV N.M. |
| No 4 (2012) |
NATURAL AND THEORETICAL RESEARCHES OF STRESS-STRAIN STATE OF THE LOWER BREAST WALLS OF WATER-DISTRIBUTOR OF ZHAGORSK GAES-2 |
|
|
Melnikova N.I. |
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