Issue
Title
Authors
Method of full discretization in joint calculation in time of the system “construction - foundation - soil”
Ter-Emmanuilyan T.N., Polumordvinov I.O.
PARAMETERIZATION OF STRUCTURE ELEMENTS OF COMPLEX GEOMETRY
YAKUPOV S.N., NURULLIN R.G., YAKUPOV N.M.
LARGE-SPAN METAL DOME ROOFS AND THEIR CONSTRUCTION
LEBED E.V., ALUKAEV A.U.
Probabilistic estimation seismic resistance of spatial steel frame under earthquake
Mkrtychev O.V., Bulushev S.V.
THE STRENGTH OF ROCK STRUCTURES IN UNDERGROUND MINING
GOLIK V.I., RAZORENOV Y.I., LYASHENKO V.I.
Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process
Lebed E.V.
Determination of destructive forces in a rod-cable arch
Dmitriev I.K.
Numerical analysis of the stress-strain state of thin shells based on a joint triangular finite element
Klochkov Y.V., Nikolaev A.P., Vakhnina O.V.
Fire danger analysis of seismic expansion joints
Madzhidov I.U., Ibragimov B.T., Suleymanov A.A.
Mathematical models of multi-barreled construction artillery systems
Figovsky O.L., Pensky O.G.
Stress changing analysis in structures with account of the erection level
Mkrtychev O.V., Andreev M.I., Sidorov D.S.
Finding the extreme values of operating characteristics for quality control of construction products
Chiganova N.M.
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.
MODELING OF TEAMWORK OF CONSTRUCTION AND THE BASETAKING INTO ACCOUNT CONSTRUCTION ESCALATING
Andreev V.I., Barmenkova E.V., Matveyeva A.V.
ESTIMATEDCHARACTERISTICS OF SUB GRADE SOILS
Kayumov A.D., Hudaykulov R.M.
CALCULATED RESEARCH FOR CLARIFYING PHYSICAL AND MECHANICAL CHARACTERISTICS OF THE HYDRAULIC STRUCTURES BEDROCK FOUNDATION, MADE ON IN-SITU DATA
Shestopalov P.V.
THE MECHANISM OF REGULATION OF PRICES FOR THE PRODUCTS OFBUILDING COMPLEX IN THE MIDDLE EAST
Lork A.
TO THE QUESTION OF STRESS STATE OF JOINTS OF WOODEN ELEMENTS WITH THE FRONTAL CUTTINGS
Markovich A.S.
TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE
Salamakhin P.M., Reshetnikov I.V.
1 - 19 of 19 Items

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