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[1] Teng Yanfeng, Teng Nianguan, Kou Xinjian,. Vibration analysis of maglev three-span rigid frame bridgeconsidering magnetic force [J]. Journal of Southeast University (English Edition), 2007, 23 (4): 571-576. [doi:10.3969/j.issn.1003-7985.2007.04.019]
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Vibration analysis of maglev three-span rigid frame bridgeconsidering magnetic force()
考虑电磁力作用下磁浮三跨刚构桥振动分析
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
23
Issue:
2007 4
Page:
571-576
Research Field:
Traffic and Transportation Engineering
Publishing date:
2007-12-30

Info

Title:
Vibration analysis of maglev three-span rigid frame bridgeconsidering magnetic force
考虑电磁力作用下磁浮三跨刚构桥振动分析
Author(s):
Teng Yanfeng Teng Nianguan Kou Xinjian
School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
滕延锋 滕念管 寇新建
上海交通大学船舶海洋与建筑工程学院, 上海 200240
Keywords:
maglev transportation system three-span rigid frame bridge vertical vibration magnetic force control system
磁浮交通系统 三跨刚构桥 竖向振动 电磁力 控制系统
PACS:
U441+.4
DOI:
10.3969/j.issn.1003-7985.2007.04.019
Abstract:
The dynamic interaction between the maglev vehicle and the three-span rigid frame bridge is discussed. With the consideration of magnetic force, the interaction model is developed. Numerical simulations are performed to study the dynamic characteristics of the bridge during vehicle movement along the bridge. The results show that a reasonable value of the linear stiffness ratio of columns to beams is between 2.0 and 3.0. The dynamic responses of the bridge are aggravated with the decrease in bending rigidity and the increase in vehicle speed and the span ratio of the bridge. It is suggested that a definite way is to control impact coefficients and acceleration in the dynamic design of the bridge. It is unsuitable to adopt the moving load model and the moving mass model in the design. The proposed results can serve in the design of high-speed maglev three-span rigid frame bridges.
研究了磁浮车辆与三跨刚构桥之间的耦合振动.考虑主动控制电磁悬浮力的作用, 建立了磁浮车辆-桥梁耦合振动分析模型.使用数值方法对车辆通过时桥梁的动力反应进行了分析.结果表明桥梁的梁墩线刚度比宜在2.0到3.0之间.桥梁的动力反应随着桥梁刚度的降低、车速和跨度比的增加而加剧.建议桥梁动力设计中以控制桥梁的冲击系数和振动加速度为主.移动荷载模型和移动质量模型在磁浮桥梁动力设计中均不适用.所得结论可为高速磁浮三跨刚构桥设计提供理论依据.

References:

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[8] Teng Yanfeng, Teng Nianguan, Huang Xingchun, et al.Vibration analysis of a simply supported beam traversed by uniform distributed moving mass[C]//Proceedings of the China Association for Science and Technology.Beijing:Science Press, Science Press USA Inc, 2006, 3(3):710-715.
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Memo

Memo:
Biographies: Teng Yanfeng(1977—), male, graduate;Teng Nianguan(corresponding author), male, doctor, professor, ngteng@sjtu.edu.cn.
Last Update: 2007-12-20