Results 281 to 290 of about 87,330 (308)
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Buckling of Axially Loaded Members (Columns)

2004
The classical critical load theory of perfect axial members assumes that the member in question is initially straight, slender, of solid cross section with flexural stiffness rigidity EI being constant throughout its length and subjected to an axial compressive force applied along the centroidal axis of the member.
openaire   +1 more source

Discussion of “Silverman on Buckling Loads”

Transactions of the American Society of Civil Engineers, 1951
I. K. Silverman   +4 more
openaire   +1 more source

Load Balancing in Data Center Networks: A Survey

IEEE Communications Surveys and Tutorials, 2018
Jiao Zhang, Fei Richard Yu, Shuo Wang
exaly  

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