1. Li Yan, Lu Da-gang, Sheng Hong-fei. Fatigue Reliability Analysis of the Stay Cables of Cable-
stayed Bridge under Combined Loads of Stochastic Traffic and Wind. Key Engineering
Materials. 2011,Vol. 456:33-45
2. Li yan, Chen shaofeng, Sun Hang, Yang Dawei. Assessment of safety and service status of
Chaobai River Bridge based on the static and dynamic field test. The 4th International
Symposium on Environmental Vibration, Beijing, China, 2009, 10: 1554-1559
3. Li Yan, Bi Hong-tao. Vehicle driving comfort analysis for a cable-stayed bridge considering
Vehicle Bridge coupled vibration. 2010 WASE International Conference on Information
Engineering.
4. 李岩，陈彦江，黄新艺.大跨异型钢管混凝土拱桥车载冲击效应分析. 哈尔滨工业大学学报. 2010, 42(1)
5. 李岩，吕大刚，盛洪飞. 考虑随机车载-风载联合作用的斜拉桥拉索疲劳可靠性分析. 中国公路. 2012,25
(2):60-66
6. 李岩，盛洪飞，陈彦江. 强风环境下斜拉桥车桥系统动力响应研究，公路交通科技. 2008, 25(7): 59-64
7. 李岩，盛洪飞，黄新艺. 大跨斜拉桥车桥振动简化算法及在ANSYS 中的实现，辽宁工程技术大学学报.
2006, 25(6):128-130
8. 李岩，陈少峰，陈彦江. 强风下车辆通过大跨度桥梁的安全性分析，第17 届全国结构工程学术会议论文集，
2008.08
9. 李岩，盛洪飞，黄新艺. 大跨径斜拉桥动力分析基准有限元模型研究，公路交通科技. 2006, 23(9): 58-
62
10. 李岩，陈彦江，盛洪飞. 模态综合理论在斜拉桥抖振时域分析中的应用. 四川建筑科学研究. 2008, 34
(5):139-142
11. Li Yan, Sheng Hong-fei. Seismic response analysis of long-span bridge non-uniform
excitations. Journal of natural science of Heilongjang university, 2008, 25(4):57-62
12. 李岩，盛洪飞，孙航. 基于ANSYS 的大跨度斜拉桥非线性成桥索力优化研究，兰州理工大学学报. 2007,
33(1):125-128
13. Li Yan, Chen Yan-jiang. Seismic response analysis for long-span cable-stayed bridge under
multi-support excitations of random earthquake ground motion. The Fifth China-Japan-US
Trilateral Symposium on Lifeline Earthquake Engineering, 2007.11: 756-762
14. Hang Sun, Hongfei Sheng, Yan Li, Jianglong Li. Observation and theoretical analysis of the
temperature field on the cross section of concrete filled steel tubes arch bridge rib. The 9th
International Conference of Chinese Transportation Professionals (ICCTP2009), Harbin,
China, 2009.8
15. Li Yan, Huang Xin-yi. Dynamic Response of a Heterotypic concrete Filled Steel Tube Arch
Bridge Subjected to Moving Vehicles. 2011 International Conference on Civil Engineering
and Building Materials.
16. 黄新艺，陈彦江，李岩. 曲率半径对曲线箱梁桥车辆荷载作用下冲击效应的影响. 振动与冲击，2010,1
17. 黄新艺，盛洪飞，陈彦江，李岩. 薄壁箱梁桥动力特性分析的三梁式计算模型及试验研究. 振动与冲击.
2008, 27(12): 40-45
18. 黄新艺，盛洪飞，陈彦江，李岩. 多轴车辆-桥梁耦合振动响应的数值解法. 公路交通科技. 2008, 25(12):
97-102
19. 黄新艺，盛洪飞，陈彦江，李岩. 刚架桥动力特性测试分析与研究. 科学技术与工程. 2008, 8(7): 3548-
3553
20. 黄新艺，盛洪飞，陈彦江，李岩. 刚架桥的模态参数识别及试验研究，第17 届全国结构工程学术会议论文
集，2008, 08
