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Deflection Limits based on the Vibration Serviceability of Guideway Structures Considering Maglev Train-Guideway Interaction

机译：考虑Maglev火车导轨互动的导轨结构的振动可用性，偏转限制

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Jin Ho Lee; Sung Il Kim;
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1. Dynamic analysis of guideway structures by considering ultra high-speed Maglev train-guideway interaction [J] . Myung-Kwan Song, Yozo Fujino Structural Engineering and Mechanics . 2008,第4期

机译：考虑超高速磁悬浮列车-导轨相互作用的导轨结构动力分析
2. Estimation of the Vibration Serviceability Deflection Limit of a High-speed Railway Bridge Considering the Bridge-Train Interaction and Travel Speed [J] . Jeon Bub-Gyu, Kim Nam-Sik, Kim Sung-Il KSCE journal of civil engineering . 2016,第2期

机译：考虑桥-火车相互作用和行进速度的高速铁路桥梁振动适应性挠度极限的估算
3. Hopf bifurcation analysis of maglev vehicle-guideway interaction vibration system and stability control based on fuzzy adaptive theory [J] . Sun Yougang, Xu Junqi, Qiang Haiyan, Computers in Industry . 2019,第期

机译：基于模糊自适应理论的Maglev车辆导轨相互作用振动系统和稳定性控制的Hopf分岔分析
4. Maglev Vehicle/Guideway Dynamic Interaction Based on Vibrational Experiment [C] . Qiu L M, rnLi Z P, rnGan Z H, International conference on electrical machines and systems (ICEMS2007) . 2007

机译：基于振动实验的磁悬浮车辆/导轨动态相互作用
5. Analytical prediction of the dynamic behavior of stadium structures for vertical vibration serviceability assessment. [D] . Salyards, Kelly A. 2007

机译：用于垂直振动适用性评估的体育场结构动力学行为的分析预测。
6. Reliability Assessment of Deflection Limit State of a Simply Supported Bridge using vibration data and Dynamic Bayesian Network Inference [O] . Hanbing Liu, Xin He, Yubo Jiao, 2019

机译：基于振动数据和动态贝叶斯网络推论的简支桥梁挠度极限状态可靠度评估
7. Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction [O] . Camara A, Nguyen K, Ruiz-Teran AM, 2014

机译：考虑车辆 - 结构相互作用的桥下斜拉桥振动的适用性极限状态
8. Component Mode Synthesis and Large Deflection Vibration of Complex Structures. Volume 2:Single-Mode Large Deflection Vibrations of BEAMS and Plates Using Finite Element Method. Final Report,Period Ending January 31, 1987, [R] . mei, c. 1987

机译：复杂结构的分量模态综合与大挠度振动。第2卷：BEams和板的单模大挠度振动的有限元法。最终报告，截止日期为1987年1月31日，

Deflection Limits based on the Vibration Serviceability of Guideway Structures Considering Maglev Train-Guideway Interaction

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