Abstract
To evaluate failure probability of structures in the most general case is computationally demanding. The cost can be reduced by using the Response Surface Methodology, which builds a surrogate model of the target limit state function. In this paper authors consider a specific type of response surface, based on the Support Vector Method (SVM). Using the SVM the reliability problem is treated as a classification approach and extensive numerical experimentation has shown that each type of limit state can be adequately represented; however it could require a high number of sampling points. This work demonstrates that, by using a novel sampling strategy based on sampling directions, it is possible to obtain a good approximation of the limit state without high computational complexity. A second-order polynomial SVM model has been adopted, so the need of determining free parameters has been avoided. However, if needed, higher-order polynomial or Gaussian kernel can be adopted to approximate any kind of limit state. Some representative numerical examples show the accuracy and effectiveness of the presented procedure.
| Original language | English |
|---|---|
| Pages (from-to) | 1-12 |
| Journal | Probabilistic Engineering Mechanics |
| Volume | 41 |
| Early online date | 11 Apr 2015 |
| DOIs | |
| Publication status | Published - Jul 2015 |
Keywords
- Response Surface
- SVM
- Structural Reliability Analysis
- Uncertainty
- Design Point
- FORM
- Sampling Directions
- Civil engineering