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Geometric non-linear analysis of three-dimensional guyed towers - MaRDI portal

Geometric non-linear analysis of three-dimensional guyed towers (Q3817738)

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Geometric non-linear analysis of three-dimensional guyed towers
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    Geometric non-linear analysis of three-dimensional guyed towers (English)
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    1988
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    catenary cables
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    infinite degrees of freedom
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    replaced by straight line elements
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    equivalent reduced modulus of elasticity
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    tension-only type cable elements
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    large displacements
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    linear isoparametric formulation
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    updated Lagrangian coordinate
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    Shear locking
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    two-noded beam element
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    reduced order of integration
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    transverse shear effects
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    eccentricity of the centroidal axes
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    product of inertia
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