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Title
Authors
Analysis of Geometry and Strength of Shells with Middle Surfaces Defined by Two Superellipses and a Circle
Karnevich V.V., Mamieva I.A.
VIBRATION OF BEAMS, LYING ON THE SOLID NONLOCAL ELASTIC FOUNDATION
Vasilenko A.A.
BIFURCATION PROBLEMS OF STABILITY OF HIGH-RISE BUILDINGS
Inozemtze V.K., Zhestkova S.A.
DETERMINATION OF MAXIMAL BENDING OF THREE-CORNERED PLATES ON RESILIENT FOUNDATION WITH THE COMBINED SCOPE TERMS
Korobko V.I., Aktuganov A.A.
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
Shestopalov P.V.
NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
Kurachka K.C.
on the calculation of composite beams on two-parameter elastic foundations
Filatov V.V.
EXPERIMENTAL TEST OF THE MODEL OF A NONLOCAL ELASTIC FOUNDATION
POTAPOV V.D., FIMKIN A.I., PEPANYAN A.R.
NTERACTION OF THE TWO-LAYER ANISOTROPIC BAND AND RIGID BASE
Kudryavtsev S.G., Buldakova J.M.
A CRACK WITH INTERFACIAL BONDS BETWEEN FACE ON BORDER OF THE UNIT OF THE ROAD COVERING AND THE ELASTIC BASIS
Hasanov S.H.
SETTLEMENT DEFINITION OF PHYSICAL-AND-MECHANICAL CHARACTERISTICS OF ROCK FOUNDATIONS OF THE SECTION № 28 OF THE CONCRETE DAM OF BOGUCHANSKAYA HPS
Shestopalov P.V.
Effect of contact stresses in places of contact of wheel and road covering for interface cracks
Hasanov S.H.
TRANSFORMATION OF WAVES SPREADING ALONG BURIED PIPELINE BECAUSE OF CONSTRUCTIVE INCLUSIONS
Lalin V.V., Denisov G.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.
LIST'S DEFORMATIONS OF HIGH-RISE BUILDING ON DEFORMABLE SLAB
Inozemtzev V.K., Inozemtzeva O.V., Zhestkova S.A.
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.
Modeling of a piled foundation in a Femap with NX Nastran
Kuzhakhmetova E.R.
The method of compensating loads for solving of problems of cyclic symmetrical flexure of anisotropic plates, resting on an elastic subgrade
Koreneva E.B.
Seismic performance of step back, step back set back and set back buildings in sloping ground base
Chhetri S., Adhikari S.
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.
Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Transformed Calculation Models in Practice of Dynamic Analysis of Fixed Offshore Platform Structures
Sutyrin V.I., Kuzhakhmetova E.R.
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
Rubin O.D., Shestopalov P.V.
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