ANALYSIS OF DYNAMIC PROPERTY OF ELEVATED PILE FOUNDATION STEEL SUSPENDING COFFERDAM IN DEEP WATER UNDER WIND LOAD

Xu Wei; Song Can; Luo Yanbin; Xie Xiaosong

doi:10.13204/j.gyjz200707024

Volume 37 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 82-84

Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016

Citation:

Xu Wei, Song Can, Luo Yanbin, Xie Xiaosong. ANALYSIS OF DYNAMIC PROPERTY OF ELEVATED PILE FOUNDATION STEEL SUSPENDING COFFERDAM IN DEEP WATER UNDER WIND LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 82-84. doi: 10.13204/j.gyjz200707024

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ANALYSIS OF DYNAMIC PROPERTY OF ELEVATED PILE FOUNDATION STEEL SUSPENDING COFFERDAM IN DEEP WATER UNDER WIND LOAD

doi: 10.13204/j.gyjz200707024

1.
College of Civil Engineering,Tongji University Shanghai 200092

Received Date: 2006-12-25
Publish Date: 2007-07-20

Abstract

Abstract

A subspace iteration method is adopted in order to acquire frequencies and modes of steel suspending cofferdam that is usually used in the construction of bridge pier.And also dynamic response of this structure under wind load is obtained using spectrum analysis method.The analytic results show that pulsant wind load has little effect on dynamic response of structure,then suggestions are made that during structure design gust response factor should be adopted to calculate the displacement response of steel suspending cofferdam.
- steel suspending cofferdam,
- spectrum analysis,
- pulsating wind,
- load displacement response

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References(4)

References

徐明祥,杨春生.钢吊箱围堰的施工技术.山西建筑,2004(5):58-59

[2] 黄龙华,刘杰文,任旭.初潮汐河段特大型深水钻孔桩基础施工技术.桥梁建设,2003(5):55-58

[3] 徐良,过静珺,江见鲸.基于高阶谱的大跨悬索桥风致振动模态分析.公路,2002(4):58-62

[4] 张相庭.结构风压和风振计算.上海:同济大学出版社,1985:66-68

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