An orthogonal self-stress matrix for efficient analysis of cyclically symmetric space truss structures via force method
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Publication:615783
DOI10.1016/j.ijsolstr.2010.09.023zbMath1202.74093OpenAlexW1996957697MaRDI QIDQ615783
Publication date: 6 January 2011
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2010.09.023
Related Items
Canonical forms for symmetric and regular structures, Efficient finite element analysis using graph-theoretical force method; rectangular plane stress and plane strain Lagrange family elements
Cites Work
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- Combinatorial optimization of special graphs for nodal ordering and graph partitioning
- Generation of the compatibility matrix in the integrated force method
- Sparse null basis computations in structural optimization
- Improved cycle bases for the flexibility analysis of structures
- Structural computations with the singular value decomposition of the equilibrium matrix
- Symmetry-adapted equilibrium matrices
- On the Pontrjagin classes of homology manifolds
- Sparse self-stress matrices for the finite element force method
- On computational procedures for the force method
- Efficient graph-theoretical force method for two-dimensional rectangular finite element analysis
- An algorithm for exact eigenvalue calculations for rotationally periodic structures
- Computing a Sparse Basis for the Null Space
- The Null Space Problem II. Algorithms
- Dynamics of rotationally periodic structures
- An efficient graph‐theoretical force method for three‐dimensional finite element analysis
- A Problem in Applied Topology: on the Selection of Cycles for the Flexibility Analysis of Skeletal Structures
- An integrated force method for discrete analysis
