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The influence of mounted assembly process on the stress-strain state of the lattice dome frame
Lebed E.V.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.V.
Influence of the size of the upper ring on the stressed state of the ribbed-ring metal dome
Lebed E.V.
The influence of bracing on the stress state of the ribbed-ring dome framework
Lebed E.V.
Influence of the geometrical researches of surfaces of revolution and translation surfaces on design of unique structures
Gbaguidi Aisse G.L.
Changes in the stressed state of the framework of the metal ribbed-ring dome during the assembly process
Lebed E.V.
Optimal shells of revolution and main optimizations
Krivoshapko S.N.
LARGE-SPAN METAL DOME ROOFS AND THEIR CONSTRUCTION
LEBED E.V., ALUKAEV A.U.
Influence of the height of the ribbed-ring dome on the stress state of its frame during the overhang mounting process
Lebed E.V.
ON APPLICATION OF PARABOLIC SHELLS OF REVOLUTION IN CIVIL ENGINEERING IN 2000-2017
KRIVOSHAPKO S.N.
The opportunities of umbrella-type shells
Krivoshapko S.N.
ON OPPORTUNITY OF SHELL STRUCTURES IN MODERN ARCHITECTURE AND BUILDING
Krivoshapko S.N.
Stress state of metal dome meridional ribs at different stages of overhang erection process
Lebed E.V., Vershinin V.P.
ONHISTORY OF BUILDING OF WOODENSHELLSAND<неи THEIROPPORTUNITIESATPRESENTANDINTHEFUTURE
Krivoshapko S.N., Pyatikrestovskiy K.P.
Simplified selection of optimal shell of revolution
Krivoshapko S.N., Ivanov V.N.
GEOMETRICAL TERMINOLOGY AS APPLIED TO UMBRELLA SURFACES
Mamieva I.A.
1 - 16 of 16 Items

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