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Rectangular Concrete-Filled Steel Tube Rational Dimensions under Uniaxial Eccentric Compression
Chepurnenko A.S., Al-Zgul S.H., Yazyev B.M.
Predicting the Strength of Eccentrically Compressed Short Circular Concrete Filled Steel Tube Columns
Kondratieva T.N., Chepurnenko A.S., Yazyev B.M.
Design Wind Directions in Bearing Capacity Assessment of Triangular Antenna-Mast Structures
Markina Y.D.
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.
Influence of constructive solutions on the stiffness characteristics of the rammed monolithic reinforced concrete cone-shaped piles with side and bottom forms from crushed stones
Kuzhakhmetova E.R.
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.
Areas of rational operation of steel rolling beams secured against curvatures
Golikov A.V., Veremeev D.V.
PARAMETERS OF ROCK STRUCTURES FOR UNDERGROUND ORE MINING
RAZORENOV Y.I., DZERANOV B.V.
ANALYSIS OF CARRYING CAPACITY OF ECCENTRIC COMPRESSED RE- INFORCED CONCRETE BLOCKS UNDER DIFFERENT VALUES OF ECCENTRICITIES OF LONGITUDINAL FORCES
Starishko I.N.
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