- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
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| Citation: | XIANG Huoyue, CHEN Xuli, XU Sanping, LI Yongle. Research on Train Load Diagram of 400 km/h High-Speed Railway[J]. Journal of Southwest Jiaotong University, 2023, 58(1): 175-182. doi: 10.3969/j.issn.0258-2724.20210103
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To formulate the train load diagram suitable for the high-speed railway with a speed of 400 km/h, based on the principle of uniformly distributed live load effect of German ICE train, Chinese ZGS and the medium-speed train, 0.65UIC load is proposed as the train load diagram of 400 km/h high-speed railway, referring to the method of determining 0.8UIC load as the train load diagram of high-speed railway in the
| [1] |
宋晓东,邱晓为,李小珍,等. 莫-喀高速铁路简支箱梁竖向下限基频研究[J]. 西南交通大学学报,2019,54(4): 709-714. doi: 10.3969/j.issn.0258-2724.20170306
SONG Xiaodong, QIU Xiaowei, LI Xiaozhen, et al. Lower vertical frequency limit for simply supported box-girder on Moscow-Kazan high-speed railway line[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 709-714. doi: 10.3969/j.issn.0258-2724.20170306
|
| [2] |
徐银光,李艳. 成渝中线400 km/h轮轨动车组技术指标研究[J]. 高速铁路技术,2020,11(3): 7-11.
XU Yinguang, LI Yan. Research on technical indexes of 400 km/h wheel-rail EMU for Chengdu-Chongqing middle line[J]. High Speed Railway Technology, 2020, 11(3): 7-11.
|
| [3] |
国家铁路局. 铁路桥涵设计规范: TB 10002—2017[S]. 北京: 中国铁道出版社, 2017.
|
| [4] |
胡所亭,魏峰,王丽,等. 《铁路列车荷载图式》制定研究[J]. 中国铁路,2017,56(4): 1-7.
HU Suoting, WEI Feng, WANG Li, et al. Development and research of train load schema[J]. China Railway, 2017, 56(4): 1-7.
|
| [5] |
International Union of Railways. Load to be considered in railway bridge design: UIC code 776-1[S]. Paris: UIC, 2006.
|
| [6] |
British Standards Institution. Steel, concrete and composite bridges part 2: specification for loads: BS 5400-2: 2006 [S]. London: [s.n.], 2006.
|
| [7] |
American Railway Engineering and Maintenance-of-way Association. Manual for railway engineering[S]. Lanham: Arema, 2010.
|
| [8] |
日本铁道综合技术研究所. 铁道构造物设计标准及解说: 混凝土结构[S]. 东京: 丸善株式会社, 2006.
|
| [9] |
国家铁路局. 铁路列车荷载图式: TB/T 3466—2016[S]. 北京: 中国铁道出版社, 2017.
|
| [10] |
中华人民共和国铁道部. 京沪高速铁路设计暂行规定[S]. 北京: 中国铁道出版社, 2004.
|
| [11] |
陈夏新,戴福忠. 铁路桥梁列车活载图式的研究[J]. 中国铁道科学,1997,18(1): 62-70.
CHEN Xiaxin, DAI Fuzhong. A study on the live load standard for railway bridges[J]. China Railway Science, 1997, 18(1): 62-70.
|
| [12] |
辛学忠,张玉玲. 铁路桥梁设计活载标准修订研究[J]. 铁道标准设计,2006,50(4): 1-4,31. doi: 10.3969/j.issn.1004-2954.2006.04.001
XIN Xuezhong, ZHANG Yuling. Research on revision of live load standard for railway bridge design[J]. Railway Standard Design, 2006, 50(4): 1-4,31. doi: 10.3969/j.issn.1004-2954.2006.04.001
|
| [13] |
戴公连,刘文硕,李玲英. 关于高速铁路中小跨度桥梁设计活载模式的探讨[J]. 土木工程学报,2012,45(10): 161-168.
DAI Gonglian, LIU Wenshuo, LI Lingying. Study of the live load for small-and medium-span bridges of high-speed railways[J]. China Civil Engineering Journal, 2012, 45(10): 161-168.
|
| [14] |
王丽,蔡超勋,胡所亭. 市域铁路列车荷载图式的研究[J]. 铁道建筑,2017,57(1): 7-11. doi: 10.3969/j.issn.1003-1995.2017.01.02
WANG Li, CAI Chaoxun, HU Suoting. Study on train loading scheme of urban railway[J]. Railway Engineering, 2017, 57(1): 7-11. doi: 10.3969/j.issn.1003-1995.2017.01.02
|
| [15] |
中华人民共和国住房和城乡建设部. 城市轨道交通桥梁设计规范: GB/T 51234—2017[S]. 北京: 中国建筑工业出版社, 2017.
|
| [16] |
李永乐. 风-车-桥系统非线性空间耦合振动研究[D]. 成都: 西南交通大学, 2003.
|
| [17] |
朱艳,李小珍,强士中. 高速铁路简支梁桥车桥系统随机响应[J]. 西南交通大学学报,2011,46(4): 535-540. doi: 10.3969/j.issn.0258-2724.2011.04.002
ZHU Yan, LI Xiaozhen, QIANG Shizhong. Stochastic responses of train-bridge coupling system for simply-supported high-speed railway bridge[J]. Journal of Southwest Jiaotong University, 2011, 46(4): 535-540. doi: 10.3969/j.issn.0258-2724.2011.04.002
|
| [18] |
徐升桥. 高速铁路常用跨度桥梁技术[J]. 桥梁建设,2011,41(2): 62-65.
XU Shengqiao. Techniques of common span bridges for high-speed railway[J]. Bridge Construction, 2011, 41(2): 62-65.
|
| [19] |
李东昇. 高速铁路桥上CRTSⅡ型板式无砟轨道结构力学行为研究[D]. 北京: 中国铁道科学研究院, 2016.
|
| [20] |
陈绪黎,许三平,向活跃,等. 400 km/h高速铁路桥梁动力系数研究[J]. 世界桥梁,2020,48(增1): 94-99.
CHEN Xuli, XU Sanping, XIANG Huoyue, et al. Study of dynamic coefficient of high-speed railway bridge with speed of 400 km/h[J]. World Bridges, 2020, 48(S1): 94-99.
|
| [21] |
向活跃,陈绪黎,李永乐. 基于ARMAX代理模型的车-桥耦合系统可靠性[J]. 西南交通大学学报,2022,57(6): 1217-1223,1232.
XIANG Huoyue, CHEN Xuli, LI Yongle. Reliability of coupling train-bridge systems by armax surrogate model[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1217-1223,1232.
|
| [22] |
李永乐,龙俊廷,向活跃,等. 基于风-车-桥的城市轨道交通桥横向挠跨比建议值研究[J]. 振动与冲击,2020,39(24): 211-217.
LI Yongle, LONG Junting, XIANG Huoyue, et al. Transverse deflection-span ratio suggested value of an urban rail transit bridge based on a wind-vehicle-bridge system[J]. Journal of Vibration and Shock, 2020, 39(24): 211-217.
|
| [23] |
国家铁路局. 高速铁路设计规范: TB 10621—2014[S]. 北京: 中国铁道出版社, 2015.
|
| [24] |
李永乐,周新六,殷殿国. 大跨度轨道交通桥梁扭转变形及其限值[J]. 都市快轨交通,2009,22(4): 64-66. doi: 10.3969/j.issn.1672-6073.2009.04.017
LI Yongle, ZHOU Xinliu, YIN Dianguo. Torsional deformations and their critical values for long-span bridges in rail transit[J]. Urban Rapid Rail Transit, 2009, 22(4): 64-66. doi: 10.3969/j.issn.1672-6073.2009.04.017
|
| [25] |
曹霞. CRH2-300型动车组的牵引/制动性能研究[D]. 成都: 西南交通大学, 2010.
|
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