応用力学論文集
Online ISSN : 1884-832X
Print ISSN : 1345-9139
ISSN-L : 1345-9139
独立成分分析による橋梁振動のブラインド逆畳み込み同定
大島 義信小林 義和山口 隆司杉浦 邦征
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ジャーナル フリー

2008 年 11 巻 p. 971-978

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This paper reports on the blind sourced econvolution of bridge vibration from the vehicle response using independent analysis.The vibration response of the vehicle passing a bridge may include bridge vibration.Thus herein, the eigenfrequecy of a bridge is estimated by the vehicle response using independent component analysis (ICA), based on the system model of a vehicle. A state space model and ARMA model is combined into system model for ICA algorithm In the experiment, a vehicle with measuremenstem passes a simple beam bridge, together with a heavy vehicle.The responses of sprung and unsprung mass are analyzed by ICA to extract the bridge vibration component.As a result, it is found that adequate degree for ARMA model must be determined to obtain bridge eigenfrequency.
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© 社団法人 土木学会
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