Results 281 to 290 of about 87,330 (308)
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Buckling of Axially Loaded Members (Columns)
2004The 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, 1951I. K. Silverman +4 more
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Load Balancing in Data Center Networks: A Survey
IEEE Communications Surveys and Tutorials, 2018Jiao Zhang, Fei Richard Yu, Shuo Wang
exaly

