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Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Calculation of the natural oscillation frequency of the submerged basement subject to pulsed loading
Kolesnikov A.O., Popov V.N.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
ESTIMATION OF DYNAMIC RESPONSES ON CONTOURS OF SEVERAL ROUND CUTS AT VIBRATIONS OF A THIN PLATE
Kolesnikov A.O., Popov V.N.
Evaluation of the pile interaction at vertical vibrations of foundation
Kolesnikov A.O., Popov V.N., Kostiuk T.N.
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.
Calculation of foundation vertical stiffness with the piles mutual influence effect
Kolesnikov A.O., Kostiuk T.N., Popov V.N.
MODELING OF TEAMWORK OF CONSTRUCTION AND THE BASETAKING INTO ACCOUNT CONSTRUCTION ESCALATING
Andreev V.I., Barmenkova E.V., Matveyeva A.V.
SOIL BASEMENT ESTIMATIONS OF THE CROSS-SHAPED ISOLATED FOUNDATIONS
Ivanov S.P., Glushkov A.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.
EXPERIMENTAL RESEARCHES OF THE PILE-CAP DEEPENINGAT VIBRATION OF A PILE FOUNDATION
Kolesnikov A.O., Popov V.N.
1 - 11 of 11 Items

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