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Numerical Analysis of the Stress-Strain State of a Spatial Core Structure, Taking into Account the Malleability of Nodal Joints
Gaydzhurov P.P., Tsaritova N.G., Iskhakova E.R., Korchagin N.A.
Influence of Geometric Asymmetry on the Spatial Behavior of Tower Structures
Markina Y.D.
Design Wind Directions in Bearing Capacity Assessment of Triangular Antenna-Mast Structures
Markina Y.D.
Trihedral lattice supports geometry optimization according to the stability criterion
Akhtyamova L.S., Yazyev B.M., Chepurnenko A.S., Sabitov L.S.
The influence of mounted assembly process on the stress-strain state of the lattice dome frame
Lebed E.V.
Calculation of the deflection of an arched truss with suspended elements depending on the number of panels
Kirsanov M.N.
Analytical calculation of the deflection of a beam truss with double bracing
Kirsanov M.N.
ANALYSIS OF THE DEFLECTION OF THE ARCHED TRUSS
KIRSANOV M.N.
ON THE CHOICE OF THE LATTICE GIRDER
KIRSANOV M.N.
METALLIChESKIE REBRISTO-KOL'TsEVYE I SETChATO-STERZhNEVYE OBOLOChKI XIX - PERVOY POLOVINY XX-go VEKOV
Krivoshapko S.N.
MAGISTRATE "CIVIL ENGINEERING" ON SPECIALIZATION "ARCHITECTURE, GEOMETRY, AND STRENGTH ANALYSIS OF LARGE-SPAN SPACE STRUCTURES AND SHELLS"
Ivanov V.N., Grinko E.A.
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