A co-rotational formulation for thin-walled beams with monosymmetric open section
By K. Hsiao, Wen-Yu Lin. 2000
58 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/c4df2d466525c2f0c16f6d2a00f16cde277b268d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Control and Systems Engineering
In Mechanics of Materials
Citations in the corpus
- Co-rotational finite element formulation for thin-walled beams with generic open section (2006, methodology): “Following [38], the shear center axis is chosen to be the reference axis and the element nodes are chosen to be located at the shear centers of the end cross-sections of the beam element.”