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Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
Modern software features for shape optimization of shells
Ermakova E.V., Rynkovskaya M.I.
Problems and benefits of implementing BIM in the construction industry
Iushkin I.I., Alamedy S.G., Stashevskaya N.A.
Optimization of channels and I-shaped bended closed profiles with perforated walls
Marutyan A.S.
SEARCHING THE RATIONAL PARAMETERS OF BAR STEEL structures BASED ON ADAPTIVE EVOLUTIONARY MODEL
ALEKSEYTSEV A.V., Kurchenko N.S.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
THE VIBRATIONS AND STABILITY OF BARS WITH PHYSICALLY NONLINEAR MATERIALS
Ivanov S.P., Ivanov О.G., Ivanova A.S.
Seismic retrofitting of buildings using Building Information Modeling
Dereje L.S., Dabi G.M., Baza T.T., Rynkovskaya M.I.
PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES, PERCEIVINGALTERNATING LOADS
Bondarenko V.M.
Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses
Marutyan A.S.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
I-shaped bent closed profiles with tubular shelves and calculation of the optimal layout of their composite sections
Marutyan A.S.
Comparative calculation of optimal parameters of channel bent and bent closed profiles
Marutyan A.S.
Curved closed profiles and calculation of their optimal parameters
Marutyan A.S.
1 - 14 of 14 Items

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