Buckling under Compressive and Tensile Loadby Aron Zaslavsky, Assoc. Prof. of Civ. Engrg.; Technion–Israel Inst. of Technol., Haifa, Israel,
Serial Information: Journal of the Structural Division, 1970, Vol. 96, Issue 10, Pg. 2257-2260
Document Type: Journal Paper
The note presents a solution to buckling under compressive and tensile loads. The results of the solution are given with the differential equations of the deflection lines of the two column parts.
Subject Headings: Ultimate strength | Buckling | Load factors | Compression | Tension members | Displacement (mechanics) | Columns | Differential equations
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