A new approach is presented for implementing a multidimensional convex model for the optimal design of structures subjected to bounded but uncertain loads. This is a non-probabilistic method for including uncertainty in the design. In previous studies, a two-stage optimization process was used to pr
Load and resistance convex models for optimum design
β Scribed by S. Ganzerli; C. P. Pantelides
- Publisher
- Springer-Verlag
- Year
- 1999
- Tongue
- English
- Weight
- 888 KB
- Volume
- 17
- Category
- Article
- ISSN
- 1615-1488
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Exact n-point designs are given which are D-optimum for a simple multiresponse model, where the individual response variables can be represented by first-order and second-order models. The present results complement recent findings by Krafft and Schaefer, who obtained D-optimum n-point designs for s
## Abstract The processes and methods used to achieve the load models of the Eurocode for traffic loads on road bridges pREN1991β2 is now widely accepted. Various universities (Aaachen, Delft, Trinity College, Dublin, LiΓ¨ge, Pisa), consulting engineers (Flint & Neill Partnership) and organizations,