Study on Dynamic Properties of a Concrete Filled Tubular (CFT) Arch Bridge Constructed in China
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概要
- 論文の詳細を見る
The effect of cable loosening on the nonlinear parametric vibrations of inclined cables is discussed in this aper. In order to calculate loosening for inclined cables without a small-sag limitation, it is necessary to first derive equations of motion for an inclined cable. Using these equations and the finite difference method, the effect of cable loosening on the nonlinear parametric responses of inclined cables under periodic support excitation is evaluated. A new technique that takes into account flexural rigidity and damping is proposed as a solution to solve the problem of divergence. The regions that generate compressive forces in inclined cables are also shown.
- 長崎大学の論文
著者
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Nakamura Shozo
Department Of Civil Engineering The Faculty Of Engineering Nagasaki University
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Takahashi Kazuo
Department Of Advanced Medical Technology And Development Bml Inc.
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Shozo Nakamura
Department Of Civil Engineering
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Qingxiong Wu
Department of Civil Enginnering, Fuzou University, China
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Kazuo Takahashi
Department of Civil Engineering
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Baochun Chen
Department of Civil Enginnering, Fuzou University, China
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Baochun Chen
Department Of Civil Enginnering Fuzou University China
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Qingxiong Wu
Department Of Civil Enginnering Fuzou University China
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Wu Qingxiong
Department of Civil Enginnering, Fuzou University, China
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