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A platform for research: civil engineering, architecture and urbanism
Dynamic behavior of supercritically loaded struts
Analysis of motion of pin-ended strut subjected to uniform axial force greatly in excess of Euler critical load; effects of shear and rotary inertia; equation for dominant buckling mode is derived, indicating possibility of strut buckling in configurations other than fundamental mode; graphs are presented for determining maximum modal deflection produced by blast type triangular loading of strut.
Dynamic behavior of supercritically loaded struts
Analysis of motion of pin-ended strut subjected to uniform axial force greatly in excess of Euler critical load; effects of shear and rotary inertia; equation for dominant buckling mode is derived, indicating possibility of strut buckling in configurations other than fundamental mode; graphs are presented for determining maximum modal deflection produced by blast type triangular loading of strut.
Dynamic behavior of supercritically loaded struts
ASCE -- Proc (J Eng Mech Div)
Housner, G.W. (author) / Tso, W.K. (author)
1962
25 pages
Article (Journal)
English
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