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Experimental and analytical models of longitudinal deformation in pipe-concrete specimens with small cross-sections
Khazov P.A., Erofeev V.I., Nikitina E.A., Pomazov A.P.
Experimental and numerical investigation of thin-walled I-section beam under bending and torsion
Gebre T.H., Galishnikova V.V., Lebed E.V.
Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam
Yuriev S.V.
Optimization of channels and I-shaped bended closed profiles with perforated walls
Marutyan A.S.
Surfaces of congruent sections of pendulum type on cylinders with generatrix superellipses
Alborova L.A., Strashnov S.V.
A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam
Starishko I.N.
Optimization of channels and I-shaped bended closed profiles with tubular shelves from sheets of different thicknesses
Marutyan A.S.
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.
The development of chart based method for steel beam designs using the Russian sections
Gebre T.H.
THE PERFECTION OF A METHOD OF ANALYTICAL ACCURATE DEFINITION OF PHYSIC-AND-MECHANICAL CHARACTERISTICS OF ROCKY AND NOT ROCKY BASES OF HYDROTECHNICAL ERECTIONS ON THE BASIS OF FINITE ELEMENT MODELS WITH THE NATURE DATA TAKEN INTO ACCOUNT
Shestopalov P.V.
The pendulum type surfaces with congruential cross sections
Krivoshapko S.N., Shambina S.L.
1 - 12 of 12 Items

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