Stable-Angina 发表于 2025-3-28 15:11:44
Measures to Counteract Micro-pressure Waves Radiating from Tunnel Exits of DB’s New Nuremberg-Ingolsthe portals of the 7700 m long Euerwang tunnel and the 7260 m long Irlahüll tunnel. Both double-track tunnels with a cross section of 92 m.were originally planned to be built with ballasted track. When a change to slab track was decided, no changes in the design of the already built tunnels were intContracture 发表于 2025-3-28 19:46:07
Acoustic Assessment of Micro-pressure Waves Radiating from Tunnel Exits of DB High-Speed Linesthe portals of the 7700 m long Euerwang tunnel and the 7260 m long Irlahüll tunnel. Both double-tracked tunnels with a cross-section of 92 m. were originally planned to be built with ballasted track. When a change to slab track was decided, no changes in the design of the already built tunnels wereLEER 发表于 2025-3-29 01:38:20
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http://reply.papertrans.cn/67/6668/666789/666789_44.png安定 发表于 2025-3-29 07:40:13
http://reply.papertrans.cn/67/6668/666789/666789_45.pngMicroaneurysm 发表于 2025-3-29 11:35:55
http://reply.papertrans.cn/67/6668/666789/666789_46.pngdaredevil 发表于 2025-3-29 16:04:24
http://reply.papertrans.cn/67/6668/666789/666789_47.pngIRATE 发表于 2025-3-29 22:23:36
Vehicle/Track Impact Due to Passing the Transition between a Floating Slab and Ballasted Track difference between the two kinds of track. A time-domain model is developed for the vehicle/track interaction and the characteristics of the impact are analyzed by numerical simulation using the model. Calculation results show that the wheel/rail impact load at the transition is moderate and its pe凹处 发表于 2025-3-30 02:34:38
Recent Developments in Operational Rail Noise and Vibration in NSW, Australiascription of a number of recent mitigation projects, programs and techniques. It covers mapping of rail noise on a number of urban lines for the prioritisation of mitigation options; detection of “noisy” wheel defects; and the application of source noise control. It also describes mitigation measureaccrete 发表于 2025-3-30 05:44:46
Experimental Validation of a Numerical Model for Subway Induced Vibrations dynamic interaction between the train, the track, the tunnel and the soil. The periodicity or invariance of the tunnel and the soil in the longitudinal direction is exploited using the Floquet transformation, which allows for an efficient formulation in the frequency-wavenumber domain. A general an