| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6740848 | Engineering Structures | 2014 | 10 Pages |
Abstract
- The flexural-torsional buckling shapes of fixed arches are studied thoroughly.
- Buckling loads of fixed arches are derived by using two methods theoretically.
- Approximate formulas of buckling loads of fixed arches are presented.
- 'Effective length' method is verified to be unsuitable for arches.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Chao Dou, Yan-Lin Guo, Yong-Lin Pi, Si-Yuan Zhao, Mark Andrew Bradford,