研究目的:深圳地铁6号线是首条全高架采用"U型梁+减振垫浮置板轨道"系统的地铁快线,为检验是否存在系统共振,考察行车安全性指标和桥梁结构振动情况,本文通过建立车-轨-桥耦合动力学模型,对系统固有频率以及车辆、轨道、桥梁...研究目的:深圳地铁6号线是首条全高架采用"U型梁+减振垫浮置板轨道"系统的地铁快线,为检验是否存在系统共振,考察行车安全性指标和桥梁结构振动情况,本文通过建立车-轨-桥耦合动力学模型,对系统固有频率以及车辆、轨道、桥梁动力特性进行研究,以期指导深圳地铁6号线桥梁、轨道结构设计实践。研究结论:(1) U型梁与减振垫浮置板轨道自振频率相差较大,二者发生低阶共振的可能性较小;(2) U型梁上采用减振垫浮置板轨道以后,行车安全性指标、轨道及桥梁动力学指标均满足规范要求;(3)减振垫浮置板轨道系统可降低桥梁结构振动5～8 d B;(4)本文所采用的系统动力检算方法,既验证了"U型梁+减振垫浮置板轨道"设计方案的合理性,同时也对国内地铁高架线减振设计具有一定的指导意义。展开更多
The bentonite-water mixture was selected as the substitute of seabed sediments according to the in-situ measurement data of sediments 15-20 cm deep in China's ocean poly-metallic mining contract area and the soft ...The bentonite-water mixture was selected as the substitute of seabed sediments according to the in-situ measurement data of sediments 15-20 cm deep in China's ocean poly-metallic mining contract area and the soft seabed sediments could be simulated with certain proportion of the bentonite and water; besides, based on the theory on the interaction between the vehicle and ground and referenced to Bekker's apparatus and related experimental methods, a scenario on the experimental system of the pressure-sinkage characteristics of interaction between the track of tracked vehicle and soft seabed sediments was designed. The pressure-sinkage experiments were performed with different dimensions of penetration plates. The "pressure-sinkage" model based on Bekker's formula and correlation parameters were obtained to describe the corresponding characteristics of the seabed sediments and a smart calibration model on the pressure-sinkage characteristic of the track was established based on the function chain neural network, which could provide boundary loading conditions for simulation analysis of the tracked vehicle moving on the seabed.展开更多
文摘研究目的:深圳地铁6号线是首条全高架采用"U型梁+减振垫浮置板轨道"系统的地铁快线,为检验是否存在系统共振,考察行车安全性指标和桥梁结构振动情况,本文通过建立车-轨-桥耦合动力学模型,对系统固有频率以及车辆、轨道、桥梁动力特性进行研究,以期指导深圳地铁6号线桥梁、轨道结构设计实践。研究结论:(1) U型梁与减振垫浮置板轨道自振频率相差较大,二者发生低阶共振的可能性较小;(2) U型梁上采用减振垫浮置板轨道以后,行车安全性指标、轨道及桥梁动力学指标均满足规范要求;(3)减振垫浮置板轨道系统可降低桥梁结构振动5～8 d B;(4)本文所采用的系统动力检算方法,既验证了"U型梁+减振垫浮置板轨道"设计方案的合理性,同时也对国内地铁高架线减振设计具有一定的指导意义。
基金Project(11JJ3059) supported by Natural Science Foundation of Hunan Province, ChinaProject(2010GK3091) supported by Science and Technology Industrial Support Program of Hunan Province, China+1 种基金Project(10B058) supported by Excellent Youth Foundation of Education Department of Hunan Province, ChinaProject(51105386) supported by the National Natural Science Foundation of China
文摘The bentonite-water mixture was selected as the substitute of seabed sediments according to the in-situ measurement data of sediments 15-20 cm deep in China's ocean poly-metallic mining contract area and the soft seabed sediments could be simulated with certain proportion of the bentonite and water; besides, based on the theory on the interaction between the vehicle and ground and referenced to Bekker's apparatus and related experimental methods, a scenario on the experimental system of the pressure-sinkage characteristics of interaction between the track of tracked vehicle and soft seabed sediments was designed. The pressure-sinkage experiments were performed with different dimensions of penetration plates. The "pressure-sinkage" model based on Bekker's formula and correlation parameters were obtained to describe the corresponding characteristics of the seabed sediments and a smart calibration model on the pressure-sinkage characteristic of the track was established based on the function chain neural network, which could provide boundary loading conditions for simulation analysis of the tracked vehicle moving on the seabed.
