Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar-Kàrmàn principle
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Publication:964767
DOI10.1007/s00466-010-0478-0zbMath1398.74369OpenAlexW1985404291MaRDI QIDQ964767
Publication date: 20 April 2010
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-010-0478-0
nonlinear analysisaxial force-biaxial flexure interactionbi-directional ground motionlumped plasticity modelmonotonic and cyclic loadingsthree-dimensional framed structure
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Cites Work
- Boundary element analysis of reinforced concrete structural elements
- Time evolutional analysis of nonlinear structures
- Finite element method - The natural approach
- Three-dimensional analysis of reinforced concrete frames based on lumped damage mechanics.
- Connected components of the category of elementary Abelian \(p\)-subgroups.
- Some extremal properties and energy theorems for inelastic materials and their relationship to the deformation theory of plasticity
- Accuracy and stability of integration algorithms for elastoplastic constitutive relations
- Mixed formulation of nonlinear beam finite element
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