Semi-analytical simulation for ground-borne vibration caused by rail traffic on viaducts: vibration-isolating effects of multi-layered elastic supports

2021 ◽  
pp. 116540
Author(s):  
Zhijun Zhang ◽  
Xiaozhen Li ◽  
Xun Zhang ◽  
Jie Fan ◽  
Guihong Xu
2012 ◽  
Vol 132 (9) ◽  
pp. 1429-1436
Author(s):  
Fumihiko Sugawara ◽  
Morio Endo ◽  
Tsugutomo Kudoh ◽  
Hideaki Hoshi ◽  
Hideo Yamaguchi ◽  
...  

Author(s):  
Gabriella Nehemy ◽  
Paulo Gonçalves ◽  
EDSON CAPELLO SOUSA

1986 ◽  
Vol 108 (4) ◽  
pp. 394-400
Author(s):  
Z. N. Ibrahim

The inertia concept of modal mass was developed to provide a consistent methodology for establishing an analytically equivalent dynamic model of any discrete section within a complex piping network. The multidegree of freedom system is reduced to several multiple excitation single degree of freedom (SDOF) systems representing its modal masses and modal stiffnesses. The multiple excitation residual mass and residual stiffness matrices were also formulated. The combination of modal mass-modal stiffness SDOF systems and residual mass-residual stiffness matrices can simulate the complete dynamic characteristic of any desired portion of the piping network. This technique was extended to cover substructuring applications, and was proved mathematically to be equivalent to the conventional modal synthesis formulation.


1995 ◽  
Vol 34 (Part 1, No. 5A) ◽  
pp. 2396-2403 ◽  
Author(s):  
Takashi Sugiyama ◽  
Toru Hashimoto ◽  
Kazuhisa Katoh ◽  
Yasufumi Iimura ◽  
ShunsukeKobayashi

2017 ◽  
Vol 28 (10) ◽  
pp. 1750126 ◽  
Author(s):  
Yutong Liu ◽  
Chengxuan Cao ◽  
Yaling Zhou ◽  
Ziyan Feng

In this paper, an improved real-time control model based on the discrete-time method is constructed to control and simulate the movement of high-speed trains on large-scale rail network. The constraints of acceleration and deceleration are introduced in this model, and a more reasonable definition of the minimal headway is also presented. Considering the complicated rail traffic environment in practice, we propose a set of sound operational strategies to excellently control traffic flow on rail network under various conditions. Several simulation experiments with different parameter combinations are conducted to verify the effectiveness of the control simulation method. The experimental results are similar to realistic environment and some characteristics of rail traffic flow are also investigated, especially the impact of stochastic disturbances and the minimal headway on the rail traffic flow on large-scale rail network, which can better assist dispatchers in analysis and decision-making. Meanwhile, experimental results also demonstrate that the proposed control simulation method can be in real-time control of traffic flow for high-speed trains not only on the simple rail line, but also on the complicated large-scale network such as China’s high-speed rail network and serve as a tool of simulating the traffic flow on large-scale rail network to study the characteristics of rail traffic flow.


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