[1]李胜利,胡亚楠,王东炜.台风-波浪耦合作用下钢管桩施工平台力学行为分析[J].郑州大学学报(工学版),2014,35(06):82-85.[doi:10.3969/j.issn.1671 -6833.2014.06.020]
LI Shengli,HU Yanan,WANG Dongwei.Mechanical Behavior Analysis of Steel Pipe Pile Construction Platform Underthe Coupling Action of the Typhon and Wave Loads[J].Journal of Zhengzhou University (Engineering Science),2014,35(06):82-85.[doi:10.3969/j.issn.1671 -6833.2014.06.020]
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台风-波浪耦合作用下钢管桩施工平台力学行为分析(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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35卷
- 期数:
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2014年06期
- 页码:
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82-85
- 栏目:
-
- 出版日期:
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2014-11-25
文章信息/Info
- Title:
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Mechanical Behavior Analysis of Steel Pipe Pile Construction Platform Underthe Coupling Action of the Typhon and Wave Loads
- 作者:
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李胜利1; 胡亚楠2; 王东炜3
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- Author(s):
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LI Shengli; HU Yanan; WANG Dongwei
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School of Civil Engineering, Zhengzhou University, Zhengzhou 450001 , China
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- Keywords:
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steel pipe pile; Beilei beam; lyphoon; wave load; finite element
- 分类号:
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U445.4
- DOI:
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10.3969/j.issn.1671 -6833.2014.06.020
- 文献标志码:
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A
- Abstract:
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The seeurity issues of construetion steel treslle and sealfold platforms for the eross channel bridge ofYangjiang nuclear power under the coupling aetion of the typhon and wave loads are researched. The finite el.ement model about construetion steel trestle and seaffold platforms is built with ANSYS software and the me-chanieal behavior is ealeulated. The results show that the stability of the platform and the strength of the steelpipe pile meet the requirements under three kinds of loading eombinations. Under the eombined effeet of theextreme wind and wave forees , the deformation of the platform is not too much, but the support of both sides olthe steel pipe pile is not enough and the stability is worse.
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