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提速对桥梁振动与车辆过桥走行性的影响及其对策 被引量:8

Effect of Increased Train Speed on Bridge Vibration and on Serviceability of Running Train on Bridges as well as Countermeasures
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摘要 铁路虽有安全、量大、舒适、方便的优势 ,由于当前交通运输业竞争激烈 ,因此必须提高运行速度到 140 km· h- 1 或 16 0 km· h- 1 以缩短旅客在途时间。我国铁路桥梁均按 12 0 km· h- 1设计。 Although the railway is superior in safety,mass transportation,comfort and convenience,keen competition in the current carrying trade.Demands that the train speed should be increased to 140 km·h -1 or 160 km·h -1 to cut down the traveling time,though the railway bridges in China were designed for 120 km·h -1 .The changes that may happen to briage vibration and serviceability of runing trains on the bridge due to train speed raise as well as necessary countermeasures are studied in trains the paper theoretically and experimentally.
出处 《中国铁道科学》 EI CAS CSCD 北大核心 2000年第2期19-25,共7页 China Railway Science
关键词 提速 车辆走行性 桥梁振动 对策 Train speed raise, Existing bridges, Serviceability of running trains
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二级参考文献2

  • 1-.铁路桥梁检定规范说明[M].北京:铁道出版社,1978..
  • 2-.铁路桥梁检定结构试验手册[M].北京:铁道出版社,1981..

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