Dynamic Analysis of Submarine Pipelines on an Elastic / Viscoelastic Foundation

Dynamic Analysis of Submarine Pipelines on an Elastic / Viscoelastic Foundation

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摘要 This paper presents a new finite element method for solving static and dynamic problems in laying operation of pipelines. The effect of the viscoelastic soil behavior is considered by using the Pasternak foundation model. Some examples are also presented. This paper presents a new finite element method for solving static and dynamic problems in laying operation of pipelines. The effect of the viscoelastic soil behavior is considered by using the Pasternak foundation model. Some examples are also presented.

作者 Lei, Xinhai Qian, Qin Huang, Yuying Zhu, Dashan

机构地区 Huazhong Univ of Science and

出处《China Ocean Engineering》 SCIE EI 1993年第3期333-340,共8页 中国海洋工程（英文版）

基金 This project is financially supported by the National Science Foundation of China

关键词 Boundary value problems Computer aided analysis DYNAMICS Finite element method FOUNDATIONS Mathematical models Soil mechanics VISCOELASTICITY Boundary value problems Computer aided analysis Dynamics Finite element method Foundations Mathematical models Soil mechanics Viscoelasticity

分类号 P7 [天文地球—海洋科学]

引文网络
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China Ocean Engineering

1993年第3期

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Dynamic Analysis of Submarine Pipelines on an Elastic / Viscoelastic Foundation

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