Pages that link to "Item:Q5903469"
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The following pages link to BUCKLING OF A HEAVY COMPRESSED COLUMN WITH IMPERFECTIONS (Q5903469):
Displaying 10 items.
- On circular elastic rods as nonlinear springs and gripper elements (Q532912) (← links)
- Post-buckling of uniform cantilever column under a combined load (Q872667) (← links)
- Carrying capacity of edge-cracked columns under concentric vertical loads (Q943053) (← links)
- Buckling of heavy bars (Q1275770) (← links)
- Stability and post-buckling of articulated columns (Q1875820) (← links)
- The collapse of steel model columns with unequal flanges. I: Perfect (Q2507196) (← links)
- The collapse of steel model columns with unequal flanges. II: Imperfect (Q2507197) (← links)
- Buckling of a column under a constant speed compression: a dynamic correction to the Euler formula (Q2628734) (← links)
- Über implizite Inklusionen und Bifurkation (Q3721281) (← links)
- EFFECT OF SHEAR AND COMPRESSIBILITY ON STABILITY OF A HEAVY COLUMN WITH AN END LOAD (Q3991615) (← links)