Risk Assessment for Interactive Influence on Safety of Adjacent and Parallel High-Speed Railway Bridges and Highway
Tian Yu1,2, Ma Rujin1, Chen Airong1,LI Fang3
1 Department of Bridge Engineering, Tongji University, Shanghai 200092, China
2 CCCC Highway Bridge National Engineering Research Centre CO., Ltd., Beijing 100088, China
Influence on the safety of bridge structure, train and vehicle travelling stemming from the immediate vicinity of adjacent and parallel high-speed railway bridges and highway is not yet clarified, and pertinent analysis and assessment is not yet reported. In this paper, risk factors due to the closely arranged high-speed railway bridge and highway are discerned and general framework of assessment process is established considering the interactive characteristics of adjacent high-speed railway bridge and highway. Effects and consequences of each risk factor, including collision, explosion and fire resulting from vehicles, airflow, glare and noise resulting from high-speed trains, are investigated by means of theoretical analysis, numerical simulation and field measurement through a case study. Risk evaluations of each risk factor are conducted in terms of risk matrix established in this paper considering probability of occurrence and consequence comprehensively. Accordingly, a variety of validated risk mitigation measures are presented.
田雨1,2,马如进1,陈艾荣1,李芳3. 临近并行的高铁桥梁与高速公路相互影响的安全风险评估[J]. 振动与冲击, 2016, 35(21): 69-75.
Tian Yu1,2, Ma Rujin1, Chen Airong1,LI Fang3. Risk Assessment for Interactive Influence on Safety of Adjacent and Parallel High-Speed Railway Bridges and Highway. JOURNAL OF VIBRATION AND SHOCK, 2016, 35(21): 69-75.
[1] 朱颖. 铁路选线理念的创新与实践 [J]. 铁道工程学报, 2009, 26 (6): 1-5.
Zhu Ying. Innovation and practice on railway location concept [J]. Journal of Railway Engineering Society, 2009, 26 (6): 1-5. (in Chinese)
[2] 《中国公路学报》编辑部. 中国桥梁工程学术研究综述 2014 [J]. 中国公路学报, 2014, 27 (5): 1-96.
Editorial Department of China Journal of Highway and Transport. Review on China’s Bridge Engineering Research: 2014 [J]. China Journal of Highway and Transport, 2014, 27 (5): 1-96. (in Chinese)
[3] Deng L, Wang W, Yu Y. State-of-the-art review on the causes and mechanisms of bridge collapse [J]. ASCE Journal of Performance of Constructed Facilities, 2015. (published online on January 9, 2015)
[4] Argentini T, Ozkan E, Rocchi D et al. Cross-wind effects on a vehicle crossing the wake of a bridge pylon [J]. Journal of Wind Engineering & Industrial Aerodynamics . 2011, 99 (6): 734-740.
[5] Kaplan S. The words of risk analysis [J]. Risk Analysis, 1997, 17 (4):407.
[6] 阮欣, 尹志逸, 陈艾荣. 风险矩阵评估方法研究与工程应用综述 [J]. 同济大学学报(自然科学版), 2013, 41 (3): 381-385.
Ruan Xin, Yin Zhiyi, Chen Airong. A review on risk matrix method and its engineering application [J]. Journal of Tongji University (Natural Science), 2013, 41 (3): 381-385. (in Chinese)
[7] Livermore Software Technology Corporation. LS-DYNA: theory manual for version 971 [M]. Livermore, CA, USA: Livermore Software Technology Corporation, 2007.
[8] El-Tawil S, Severino E, Fonseca P. Vehicle collision with bridge piers [J]. Journal of Bridge Engineering, 2005, 10 (3): 345-353.
[9] 中华人民共和国国家铁路局. TB 10621-2014 高速铁路设计规范 [S]. 北京: 中国铁道出版社, 2014.
National Railway Administration of the People’s Republic of China. TB 10621-2014 Code for design of high speed railway [S]. Beijing: China Railway Publishing House, 2014. (in Chinese)
[10] Mahoney E E. Analyzing the effects of blast Loads on bridges using probability, structural analysis, and performance criteria [D]. Washington D. C.: University of Maryland, 2007.
[11] Winget D G, Marchand K A, Williamson E B. Analysis and design of critical bridges subjected to blast loads [J]. Structural Engineering, 2005, 133 (8): 1243-1255.
[12] 刘沐宇, 李海洋, 田伟. 基于熵权模糊综合评价的桥梁汽车燃烧风险分析 [J]. 土木工程与管理学报, 2014, 31 (2): 51-61.
Liu Muyu, Li Haiyang, Tian Wei. Study on Vehicle Burning Accident during Bridge Operation Period based on Entropy Weight Fuzzy Comprehensive Evaluation [J]. Journal of Civil Engineering and Management, 2014, 31 (2): 51-61. (in Chinese)