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Shear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approach - MaRDI portal

Shear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approach (Q2465587)

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Shear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approach
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    Shear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approach (English)
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    4 January 2008
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    generalized beam formulation
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    non-isotropic elements
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    cross-section analysis
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