Development of the load-deformation curve for bridge piers subjected to ship impact

被引：0
|
作者：
Feld, T [1 ]
机构：
[1] RAMBOLL, Copenhagen, Denmark
来源：
GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE | 1999年
关键词：
bridge; ship impact; load-deformation; piers; pile groups;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
On behalf of the Danish Ministry of Traffic a number of existing bridges in Denmark, have been examined against ship impacts. Several bridge piers were supported by pile groups, and part of the analysis was to determine the load-deformation curve for the piers, adjusting for pile group effect, partly mobilized earth pressure, the withhold of the bridge and applying plasticity theory. The establishment of the load-deformation curve at two different locations, respectively wood and concrete piles, using a PC-version of a non-linear structural program, is presented in this paper.
引用
收藏
页码：737 / 742
页数：6
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