Title: Stability analysis and determination of maximum second-order moment of cantilever beam with elastic constraints
Abstract: By means of deformational differential equation,the paper analyzes stability of cantilever beam with elastic constraints and gives the exact and practical approximate formulas for critical force.It also derives exact formula for second-order moment at the elastic constraint end of cantilever beam.In the end it discusses the scope of application of approximate formula for maximal second-order moment of non-elastic constraint cantilever beam in“The Tower Crane Design Standard”while considering the constraint elasticity.
Publication Year: 2006
Publication Date: 2006-01-01
Language: en
Type: article
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