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Modern software features for shape optimization of shells
Ermakova E.V., Rynkovskaya M.I.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
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.
Optimal shells of revolution and main optimizations
Krivoshapko S.N.
Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses
Marutyan A.S.
PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES, PERCEIVINGALTERNATING LOADS
Bondarenko V.M.
I-shaped bent closed profiles with tubular shelves and calculation of the optimal layout of their composite sections
Marutyan A.S.
THE PROBLEMS OF ENERGY OPTIMIZATION OF REINFORCED CONCRETE STRUCTURES UNDER DYNAMIC LOADING
Bondarenko V.M.
Comparative calculation of optimal parameters of channel bent and bent closed profiles
Marutyan A.S.
The generalized constructive form of three-span steel suspension bridges and the flow chart of the program of their design optimization.
Salamahin P.M., Tran Thai Minh -.
THE GENERALIZED CONSTRUCTIVE FORM OF TWO-PYLON CABLE-STAYED COMPOSITE BRIDGES AND THE FLOW-CHART OF PROGRAM OF THEIR DESIGN OPTIMIZATION
Salamahin P.M., Le Van Manh -.
Curved closed profiles and calculation of their optimal parameters
Marutyan A.S.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
SEARCHING THE RATIONAL PARAMETERS OF BAR STEEL structures BASED ON ADAPTIVE EVOLUTIONARY MODEL
ALEKSEYTSEV A.V., Kurchenko N.S.
Seismic retrofitting of buildings using Building Information Modeling
Dereje L.S., Dabi G.M., Baza T.T., Rynkovskaya M.I.
THE VIBRATIONS AND STABILITY OF BARS WITH PHYSICALLY NONLINEAR MATERIALS
Ivanov S.P., Ivanov О.G., Ivanova A.S.
1 - 17 of 17 Items

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