Structural reanalysis for topological modifications – a unified approach
By Uri Kirsch, Panos Y. Papalambros. 2001
82 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9a00478fd2d0279a9f96ee1352f439dfeea10b0b
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In Civil and Structural Engineering
Citations in the corpus
- Sensitivity reanalysis of static displacement using Taylor series expansion and combined approximate method (2015, methodology): “Given K0u0=R Solve K0 þΔKð Þ ∂u∂α ¼ − ∂K∂α u Kirsch and Papalambros Method (Kirsch and Papalambros 2001a) m 5n2sþ 2ns2 ≈5mn2s Computational time is larger than our method.”