Dynamic behaviors of pretensioned cable AERORail structure

被引:5
|
作者
Li Fang-yuan [1 ]
Wu Pei-feng [1 ]
机构
[1] Tongji Univ, Sch Civil Engn, Dept Bridge Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
pretensioned cable; AERORail structure; dynamic behavior; model test; vibration characteristic; dynamic amplification factor; influence line; BRIDGES;
D O I
10.1007/s11771-015-2751-z
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
The AERORail, a new aerial transport platform, was chosen as the object of this work. Following a review of the literature on static behaviors, model tests on the basic dynamic mechanical characteristics were conducted. A series of 90 tests were completed with different factors, including tension force, vehicle load and vehicle speed. With regard to the proper tension and vehicle load, at a certain speed range, the tension increments of the rail's cable were proved relatively small. It can be assumed that the change of tension is small and can be reasonably ignored when the tension of an entire span is under a dynamic load. When the tension reaches a certain range, the calculation of the cable track structure using classical cable theory is acceptable. The tests prove that the average maximum dynamic amplification factor of the deflection is small, generally no more than 1.2. However, when the vehicle speed reaches a certain value, the amplified factor will reach 2.0. If the moving loads increase, the dynamic amplification factor of dynamic deflection will also increase. The tension will change the rigidity of the structure and the vibration frequency; furthermore, the resonance speed will change at a certain tension. The vibration is noticeable when vehicles pass through at the resonance speed, and this negative impact on driving comfort requires the right velocity to avoid the resonance. The results demonstrate that more design details are required for the AERORail structure.
引用
收藏
页码:2267 / 2276
页数:10
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