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)|
|Number of pages||9|
|Journal||Journal of Engineering Technology|
|State||Published - Jan 1 2001|
All Science Journal Classification (ASJC) codes