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Peculiarities of the condition of the foundation slab of the pumped storage power plant water intake
Lisichkin S.E., Kotitsyna S.S.
Fluctuations of pipelines of gas-containing liquids under changing bearing conditions
Leontiev Y.V., Travush V.I.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Compaction of the snow base of Vostok station wintering complex
Pashchenko F.A., Kharkov N.S., Sidorenko A.A., Garbuzov V.V.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Calculation of the natural oscillation frequency of the submerged basement subject to pulsed loading
Kolesnikov A.O., Popov V.N.
Calculation of foundation vertical stiffness with the piles mutual influence effect
Kolesnikov A.O., Kostiuk T.N., Popov V.N.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
Influence of the foundation bed stiffness on the dynamic properties of the building as of a multi-mass cantilever bar
Pshenichkina V.A., Drozdov V.V., Strok S.I.
Effect of contact stresses in places of contact of wheel and road covering for interface cracks
Hasanov S.H.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
Accounting for the filling of the reservoir when calculating the stress-strain state of a concrete dam
Baklykov I.V.
ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT VIBRATIONS OF A THIN PLATE
Kolesnikov A.O., Popov V.N.
TRANSFORMATION OF WAVES SPREADING ALONG BURIED PIPELINE BECAUSE OF CONSTRUCTIVE INCLUSIONS
Lalin V.V., Denisov G.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.
ON FREE VIBRATION OF A NONHOMOGENEOUS ORTHOTROPIC RECTANGULAR PLATE ON A NONHOMOGENEOUS VISCO-ELASTIC FOUNDATION
HACIYEV V.O., MIRZAYEVA G.R., SHIRIEV A.I.
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE
SALAMAKHIN P.M., NGUEN M.T.
INTERACTION OF SYSTEM OF OPEN CRACKS ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.o.
EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION
POTAPOV V.D., FIMKIN A.I., PEPANYAN A.R.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
MODELING OF TEAMWORK OF CONSTRUCTION AND THE BASETAKING INTO ACCOUNT CONSTRUCTION ESCALATING
Andreev V.I., Barmenkova E.V., Matveyeva A.V.
DYNAMIC RESPONSE OF PAVEMENT SUBJECTED TO MOVING LOAD
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
Evaluation of the pile interaction at vertical vibrations of foundation
Kolesnikov A.O., Popov V.N., Kostiuk T.N.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
STRESS-STRAIN STATEOF TWO-LAYERED ANISOTROPIC FOUNDATION
KUDRYAVTSEV S.G., BULDAKOVA J.M.
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.E., Gukova E.G.
EXPERIMENTAL RESEARCHES OF THE PILE-CAP DEEPENINGAT VIBRATION OF A PILE FOUNDATION
Kolesnikov A.O., Popov V.N.
on the calculation of composite beams on two-parameter elastic foundations
Filatov V.V.
1 - 28 of 28 Items

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