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Stress-Strain State of the Ribbed-Ring Dome Under asymmetric and Symmetric Loads Taking Into Account Different Nodal Connections and Rarely-Spaced Columns
Lebed E.V.
Improving the compressive strength of lightweight cylindrical concrete column with basalt fiber reinforced polymer acting under imposed load
Chiadighikaobi P.C.
Influence of Joint Type on Member Forces in Metal Ribbed-Ring Dome Frame Taking into Account Different Number of Supporting Columns
Lebed E.V.
Behavior of Metal Frame of Ribbed-ring Dome with Decrease in Number of Supporting Columns
Lebed E.V.
Analysis of frame buckling without sidesway classification
Galishnikova V.V., Pahl P.J.
SECOND ORDER STRUCTURAL THEORY FOR THE STABILITY ANALYSIS OF COLUMNS
Galishnikova V.V., Gebre T.H., Al-Sabri S.M., Saffia-Doe O.
INFLUENCE OF BRICK WALLS FROM LOCAL-MATERIALS ON THE WORK OF LINEAR ELEMENTS IN MONOLITHIC FRAME BUILDINGS IN REPUBLIC OF BURUNDI
Mikerego E., Markovich A.S., Basov Y.K.
THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
Krishan A.L., Zaikin A.I., Melnichuk A.S.
MODELING OF THE RECTANGULAR COLUMNS BY THE THREE-DIMENSIONAL SOLID ELEMENTS WITH THE USING OF THE SUPERELEMENT TECHNIQUE
Agapov V.P., Vasiliev A.V.
MODELLING OF REINFORCED CONCRETE COLUMNS OF RECTANGULAR CROSS SECTION IN COMPUTER PROGRAM "PRINS"
Agapov V.P., Vasiljev A.V.
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