Stress analysis of buried pipelines due to seismic motions

被引：0
|
作者：
Kovács, A [1 ]
Szabó, Z [1 ]
机构：
[1] Tech Univ Budapest, Dept Appl Mech, H-1521 Budapest, Hungary
来源：
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 2000年 / 80卷
关键词：
D O I：
暂无
中图分类号：
O29 [应用数学];
学科分类号：
070104 ;
摘要：
The paper deals with the comparison of different soil-pipe interaction models on the stress distribution in buried pipelines due to seismic motions. The effect of soil is modeled by springs attached to the pipeline. We showed, that linear characteristics are inappropriate, however, by using nonlinear springs the model is sensitive on the correct load formulation.
引用
收藏
页码：S475 / S476
页数：2
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