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Lateral Stability of Imperfect Discretely Braced Steel Beams
Finian Mccann
Research output
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Contribution to journal
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Article
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peer-review
18
Citations (Scopus)
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Keyphrases
Analytical Relation
50%
Analytical Results
50%
Buckling Mode
100%
Deflected Shape
50%
Degrees of Freedom
50%
Displacement Function
50%
Elastic Critical Moment
50%
Finite Element Program
50%
Finite number
50%
Fourier Series
50%
Infinite number
50%
Lateral Deflection
50%
Lateral Stability
100%
Linear Eigenvalue Analysis
50%
Minimum Stiffness
50%
Node number
50%
Numerical Continuation
50%
Numerical Results
50%
Overall Buckling
50%
Rayleigh-Ritz Approximation
50%
Separate Class
50%
Shear Center
50%
Single Harmonic
100%
Steel Beam
100%
Twist Angle
50%
Engineering
Analytical Result
50%
Buckling Behavior
50%
Buckling Mode
100%
Closed Form
50%
Critical Moment
100%
Deflected Shape
50%
Degree of Freedom
50%
Displacement Function
50%
Eigenvalue Analysis
50%
Finite Element Analysis
50%
Finite Number
50%
Fourier Series
50%
Harmonics
100%
Induced Force
50%
Infinite Number
50%
Lateral Deflection
50%
Lateral Stability
100%
Nodes
100%
Shear Centre
50%
Steel Beam
100%