Decision of Optimal Structural Safety
Abstract/Contents
- Abstract
- If the strength of a structure, built as designed, could be predicted with precision, and if the loads and their internal effects (moments, shears, axial forces, etc.) were known with equal precision, then safety could be assured by providing a carrying capacity just barely in excess of the known loads. Unfortunately future loads as well as future structural performance cannot be predicted with certainty; yet the decisions of structural design must be made now. What rationale can one follow to assure himself that the decisions he is taking today are really most consistent with his experience, judgement, and scale of preferences? A Bayesian approach provides this rationale for making decisions under uncertainties. That level of structural safety should be considered to be necessary and sufficient at which the expected utilities are maximized. Expressing investments and failure losses in monetary terms, the criterion of maximizing expected utilities is reduced to that of minimizing total generalized costs.
Description
| Type of resource | text |
|---|---|
| Date created | 1975-05 |
Creators/Contributors
| Author | Kulkarni, RB |
|---|
Subjects
| Subject | safety |
|---|---|
| Subject | structural analysis |
| Subject | risk assessment |
| Genre | Technical report |
Bibliographic information
| Related item | |
|---|---|
| Location | https://purl.stanford.edu/qv334fm8601 |
Access conditions
- Use and reproduction
- User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
- License
- This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).
Preferred citation
- Preferred Citation
- Kulkarni, RB. (1975). Decision of Optimal Structural Safety. John A. Blume Earthquake Engineering Center Technical Report 19. Stanford Digital Repository. Available at: http://purl.stanford.edu/qv334fm8601
Collection
John A. Blume Earthquake Engineering Center Technical Report Series
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- Contact
- jabeec-email@stanford.edu
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