## Abstract A formulation is presented for the transient analysis of space frames in large displacement, small strain problems. For purposes of treating arbitrarily large rotations, node orientations are described by unit vectors and deformable elements are treated by a coβrotational (rigidβconvect
β¦ LIBER β¦
Large displacement analysis of space-frame structures
β Scribed by J.L. Meek; S. Loganathan
- Book ID
- 107876170
- Publisher
- Elsevier Science
- Year
- 1989
- Tongue
- English
- Weight
- 911 KB
- Volume
- 72
- Category
- Article
- ISSN
- 0045-7825
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