Abstract
This paper discusses and compares the different dynamic ice forces on piers as determined by various AASHTO design equations. A design example illustrates the details of ice load computation and its application to a pier. Effects of the new LRFD method are highlighted, followed by design recommendations.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 36-44 |
| Number of pages | 9 |
| Journal | Journal of Engineering Technology |
| Volume | 18 |
| Issue number | 2 |
| State | Published - 2001 |
All Science Journal Classification (ASJC) codes
- General Engineering