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Pedestrian Response on Large-Span Single-Level Rail-Cum-Road Bridge Considering the Coupling Effect of Pedestrian-Road Vehicle-Train-Bridge System
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Jia-jun HE1, Wei LI1, Xu HUANG1, Lian-jie DONG1, Wei GUO1, Xin-yu XU2
Science Technology and Engineering | 2025, 25(2) : 795 - 805
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Science Technology and Engineering | 2025, 25(2): 795-805
Papers·Traffics and Transportations
Pedestrian Response on Large-Span Single-Level Rail-Cum-Road Bridge Considering the Coupling Effect of Pedestrian-Road Vehicle-Train-Bridge System
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Jia-jun HE1, Wei LI1, Xu HUANG1, Lian-jie DONG1, Wei GUO1, Xin-yu XU2
Affiliations
  • 1 Southwest Municipal Engineering Design and Research Institute of China, Chengdu 610299, China
  • 2 China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China
Published: 2025-01-18 doi: 10.12404/j.issn.1671-1815.2308581
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With the continuous integration of urban Bridges into a variety of traffic forms, various traffic vehicles and pedestrians interfere with each other, affecting the safety and comfort of pedestrians. To research the pedestrian response on single-level rail-cum-road bridges, a pedestrian-road vehicle-train-bridge coupling vibration model was established. The acceleration difference between the bridge panel and pedestrian SMD model was researched, and the influence of trains and road vehicle passing the bridge in different ways on pedestrians was calculated. The results show that, compared with bridge panel, the amplitude of acceleration fluctuation of pedestrian SMD model is smaller, but the walking pedestrian model may experience abrupt and significant acceleration peaks. Each moving subsystem in the coupling model has a speed-sensitive interval, in which the pedestrian acceleration increases significantly. The further vehicles are away from the bridge center, the greater the acceleration of pedestrians become. When train and road vehicle pass the bridge simultaneously, the peak acceleration of pedestrian caused by them will be superimposed, and the peak acceleration caused by road vehicles increases significantly due to the train.

single-level rail-cum-road bridge  /  pedestrian-bridge coupling vibration  /  vehicle-bridge coupling vibration  /  dynamic analysis  /  pedestrian response
Jia-jun HE, Wei LI, Xu HUANG, Lian-jie DONG, Wei GUO, Xin-yu XU. Pedestrian Response on Large-Span Single-Level Rail-Cum-Road Bridge Considering the Coupling Effect of Pedestrian-Road Vehicle-Train-Bridge System[J]. Science Technology and Engineering, 2025 , 25 (2) : 795 -805 . DOI: 10.12404/j.issn.1671-1815.2308581
Year 2025 volume 25 Issue 2
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Article Info
doi: 10.12404/j.issn.1671-1815.2308581
  • Receive Date:2023-11-02
  • Online Date:2025-12-05
  • Published:2025-01-18
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  • Received:2023-11-02
  • Revised:2024-10-17
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    1 Southwest Municipal Engineering Design and Research Institute of China, Chengdu 610299, China
    2 China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
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Genus
种数
Number of
species
占总种数比例
Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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