Static and dynamic analysis of space frames with non-linear flexible connections
β Scribed by G. Shi; S. N. Atluri
- Publisher
- John Wiley and Sons
- Year
- 1989
- Tongue
- English
- Weight
- 703 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
An approximate hand method for estimating horizontal deflections in high-rise steel frames with flexible beamcolumn connections subjected to horizontal loading is presented. The method is developed from the continuous medium theory for coupled walls which is expressed in non-dimensional structural p
This paper describes an approach to shape optimal design of elastic space frames with kinematically non-linear response. A space frame structure is treated as to be assembled from several frame design elements each of them being defined as a skeleton lying on a rational BeΒ΄zier patch. The design var
Previous research in "nite element formulation of #exible mechanisms usually neglected high order terms in the strain-energy function. In particular, the quartic term of the displacement gradient is always neglected due to the common belief that it is not important in the dynamic analysis. In this p