A structure subjected to interval parameters and interval loads which are unknown, except for the fact that they belong to given intervals, is studied and the displacement bound estimation is given. These parameters are uncertain, and yet they are not treated as being random since no information is
β¦ LIBER β¦
Interval static displacement analysis for structures with interval parameters
β Scribed by Suhuan Chen; Huadong Lian; Xiaowei Yang
- Publisher
- John Wiley and Sons
- Year
- 2001
- Tongue
- English
- Weight
- 125 KB
- Volume
- 53
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.281
No coin nor oath required. For personal study only.
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