Ice Loads on Structures in the Baltic Environment

被引:1
|
作者
Steenfelt, Jorgen S. [1 ]
机构
[1] COWI, Lyngby, Denmark
来源
13TH BALTIC SEA REGION GEOTECHNICAL CONFERENCE - HISTORICAL EXPERIENCE AND CHALLENGES OF GEOTECHNICAL PROBLEMS IN BALTIC SEA REGION | 2016年
关键词
ice strength; ice design rules; bridge piers; harbour structures; wind turbine foundations; Ultimate Limit State;
D O I
10.3846/13bsgc.2016.018
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
For offshore, nearshore and harbour structures ice loading is often a decisive ULS load. However, the Code requirements, the regulations and design practices vary considerably across the Baltic Sea region and beyond. This result in incommensurable values of the compressive strength of the ice and the resulting recommended/prescribed design loads. The paper examines these differences over time and in-between countries and elucidates the effects on the design for a number of case histories. The Danish rules show a pronounced trend of increasing values of compressive ice strength (five-fold from 1945 to 2015). Surprisingly, this is commensurate with the trend of less severe winters with time. In conclusion, the Danish code requirements need critical review to better match reality and to reduce the cost of foundation structures subject to ice loading.
引用
收藏
页码:129 / 136
页数:8
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