| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6741545 | Engineering Structures | 2013 | 13 Pages |
Abstract
- A SFEM approach is proposed for treating random imperfections of steel structures.
- The method of separation is used for extracting the evolutionary power spectrum.
- Buckling load variability of imperfect beam-columns and frames are quantified.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Vissarion Papadopoulos, George Soimiris, Manolis Papadrakakis,