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Authors
Prediction of Thermal Stress in Hardening Mass Concrete Structures Using Temperature Monitoring Data
Tyurina V.S., Chepurnenko A.S., Yazyev B.M.
Deformation of a Beam Lying on an Elastic Foundation with Different Variants of the Foundation Flexibility Coefficient
Gorkina M.R.
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.
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.
Peculiarities of the condition of the foundation slab of the pumped storage power plant water intake
Lisichkin S.E., Kotitsyna S.S.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V.I., Kuzhakhmetova E.R.
DYNAMIC RESPONSE OF PAVEMENT SUBJECTED TO MOVING LOAD
Kolmogorov G.L., Kychkin V.I., Esipenko I.A.
EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION
POTAPOV V.D., FIMKIN A.I., PEPANYAN A.R.
DETERMINATION OF ALLOWABLE DISTANCE BETWEEN THE VERY HEAVY TRUCKS PASSED THROUGH THE RUSSIAN PMP FLOATING BRIDGE
SALAMAKHIN P.M., NGUEN M.T.
ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT VIBRATIONS OF A THIN PLATE
Kolesnikov A.O., Popov V.N.
Effect of contact stresses in places of contact of wheel and road covering for interface cracks
Hasanov S.H.
EXPERIMENTAL RESEARCHES OF THE PILE-CAP DEEPENINGAT VIBRATION OF A PILE FOUNDATION
Kolesnikov A.O., Popov V.N.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.V.
MODELING OF TEAMWORK OF CONSTRUCTION AND THE BASETAKING INTO ACCOUNT CONSTRUCTION ESCALATING
Andreev V.I., Barmenkova E.V., Matveyeva A.V.
INTERACTION OF SYSTEM OF OPEN CRACKS ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.o.
ON FREE VIBRATION OF A NONHOMOGENEOUS ORTHOTROPIC RECTANGULAR PLATE ON A NONHOMOGENEOUS VISCO-ELASTIC FOUNDATION
HACIYEV V.O., MIRZAYEVA G.R., SHIRIEV A.I.
TRANSFORMATION OF WAVES SPREADING ALONG BURIED PIPELINE BECAUSE OF CONSTRUCTIVE INCLUSIONS
Lalin V.V., Denisov G.V.
Accounting for the filling of the reservoir when calculating the stress-strain state of a concrete dam
Baklykov I.V.
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.
Evaluation of the pile interaction at vertical vibrations of foundation
Kolesnikov A.O., Popov V.N., Kostiuk T.N.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
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.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Fluctuations of pipelines of gas-containing liquids under changing bearing conditions
Leontiev Y.V., Travush V.I.
Compaction of the snow base of Vostok station wintering complex
Pashchenko F.A., Kharkov N.S., Sidorenko A.A., Garbuzov V.V.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
on the calculation of composite beams on two-parameter elastic foundations
Filatov V.V.
STRESS-STRAIN STATEOF TWO-LAYERED ANISOTROPIC FOUNDATION
KUDRYAVTSEV S.G., BULDAKOVA J.M.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
1 - 31 of 31 Items

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