Structural variation theorems extended to integrated force method for the analysis of skeletal structures
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Publication:3583559
DOI10.1002/cnm.1192zbMath1430.74125OpenAlexW1992406362MaRDI QIDQ3583559
Publication date: 17 August 2010
Published in: International Journal for Numerical Methods in Biomedical Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/cnm.1192
Finite element methods applied to problems in solid mechanics (74S05) Optimization problems in solid mechanics (74P99)
Cites Work
- Optimum design of structures with stress and displacement constraints using the force method
- A combinatorial optimization problem: optimal generalized cycle bases
- Improved cycle bases for the flexibility analysis of structures
- Benchmark case studies in structural design optimization using the force method
- Sparse self-stress matrices for the finite element force method
- On computational procedures for the force method
- The Null Space Problem I. Complexity
- Computing a Sparse Basis for the Null Space
- Integrated force method versus displacement method for finite element analysis
- The theorems of structural variation for solid cubic finite elements
- Inter‐relation of the structural variation theorems and the force method
- An efficient graph theoretical method for plate bending finite element analysis via force method
- A Problem in Applied Topology: on the Selection of Cycles for the Flexibility Analysis of Skeletal Structures
- An integrated force method for discrete analysis
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