英文论文

1. Chuan T, Yan X. Experimental and Numerical Analysis on the Limited Ductility of A H-Shaped Concrete Cable-Stayed Bridge Tower，Journal of Structure and Infrastructure Engineering, DOI: 10.1080/ 15732479. 2020. 1815808 (JCR Q2)

2. Yan Xu*, Zeng Zeng, Zhen Wang and Hai Yan，Seismic study of a widened and reconstructed long-span continuous steel truss bridge，STRUCTURE AND INFRASTRUCTURE ENGINEERING,https://doi.org/10.1080/15732479.2020.1733621(Q2)

3. Yan Xu*, Zeng Zeng, Cunyu Cui and Shijie Zeng, Practical Design Method of Yielding Steel Dampers in Concrete Cable-Stayed Bridges, Bridge Dynamics, APPLIED SCIENCES, 2019, No.9, Vol.14 DOI:10.3390/app9142857(SCI,Q2,2.287)

4. Zhao MX, Zhang GP,Htet KW,Liu CY,Xu Y* and Tao MJ, Freeze-thaw durability of red mud slurry-class F fly ash-based geopolymer: Effect of curing conditions，CONSTRUCTION AND BUILDING MATERIALS,2019,vol.215,page: 381-390(Q1,4.685)

5. Shao CY, Yan H, Chen L, Xu Yan*,Cao SL, Widening and Strengthening of the Songpu Bridge, STRUCTURAL ENGINEERING INTERNATIONAL,2019, No.3,Vol. 29, pp:354-361 (SCI,Q4,0.628)

6. Yan Xu, Chuan Tong & Jianzhong Li (2018): Simplified Calculation Method for Supplemental Viscous Dampers of Cable-Stayed Bridges under Near-Fault Ground Motions, Journal of Earthquake Engineering, DOI: 10.1080/13632469.2018.1498412(Q2,not cited yet)

7. MoZhang,YanXu*,MingjiangTao(2018),Reaction kinetics of red mud-fly ash based geopolymers: Effects of curing temperature on chemical bonding, porosity, and mechanical strength，Cement and Concrete Composites Volume 93, October 2018, Pages 175-185,SCI,Q1,6.486)

8. Yan XU, Shijie ZENG, Xinzhi DUAN, Dongbing JI， Seismic experimental study on a concrete pylon from a typical medium span cable-stayed bridge，Frontiers of Structural and Civil Engineering， 2018 , 12 (3) :401-411(SCI,IF:1.272,Q2)

9. Yan Xu,Ruilong Wang and Jianzhong Li,2016,Experimental Verification of a Cable-Stayed Bridge Model Using Passive Energy Dissipation Devices，Journal of Bridge Engineering,  2016 , 21 (12) :04016092(SCI, Q2,2.084)

10. Yan XU, Yu SHANG and Aijun YE,2016, Dynamic Interaction between Bridge Pier and Its Large Pile Foundation considering Earthquake and Scour Depths, Advances of Structural Engineering, 2016.Sep 19（9）: 1390-1402，(SCI,Q3,1.363)

11. Yan Xu,Xinzhi Duan and Jianzhong Li, 2014,Seismic design strategy of cable stayed bridges subjected to strong ground motions,Structural Engineering and Mechanics, 2014/51(6) :909- 922.(SCI,2.264,Q1)

12. Biao Ma,Yuanpei Lin, Junjie Zhang and YanXu*,Decade Review: Bridge Type Selection and Challenges of Lupu Bridge, Structure Engineering international,2013.23(3):317-322，(SCI,0.628,Q4)

13. Biao Ma Hai Yan and YanXu*, The nonconventional thin-walled arch rib design and its numerical verification of a long span steel arch bridge, Journal of thin-walled structure, 73 (2013) 39–47,(SCI,3.583，Q1)

14. Ruilong Wang, Yan Xu, and Jianzhong Li, 2017,Transverse Seismic Behavior Studies of a Typical Medium Span Cable-Stayed Bridge Model with Two Concrete Towers,Journal of Earthquake Engineering,2017,21(1)151-168(SCI,2.281,Q1) 

15. Goto, Y  ，Ebisawa, T，Obata, M (Obata, Makoto)，Li, JZ，Xu, Y ，Ultimate Behavior of Steel and CFT Piers in Two-Span Continuous Elevated-Girder Bridge Models Tested by Shake-Table Excitations，JOURNAL OF BRIDGE ENGINEERING，2017， 22（5）： 04017001(SCI, Q2,2.084)

16. Wei Bin、Xu Yan、Li Jianzhong，2012, Treatment of P-Delta Effects in Displacement-Based Seismic Design for SDOF Systems , Journal of  bridge Engineering,2012/ 17（3）509-518 (SCI, Q2,2.084)

中文论文

1. 徐艳,童川,李建中.设置纵桥向粘滞阻尼器的斜拉桥的简化动力模型[J].华南理工大学学报(自然科学版),2019,47(04):90-98

2. 徐艳,崔存玉.斜拉桥H形混凝土桥塔横桥向地震破坏模式研究[J].桥梁建设,2019,49(03):29-33.

3. 颜海,陈亮,邵长宇,徐艳*.公铁两用钢桁架桥原位拓宽改建设计关键技术[J].桥梁建设,2019,49(03):91-96.

4. 徐艳,童川,李建中.漂浮体系斜拉桥黏滞阻尼器参数的简化计算[J].同济大学学报(自然科学版),2018,46(05):574-579+638.

5. 徐艳,曾诗杰.斜拉桥横桥向设置钢阻尼器的减震优化研究[J].桥梁建设,2017,47(03):53-58

6. 徐艳,王瑞龙,李建中,嵇冬冰.弹塑性钢阻尼器对中等跨径斜拉桥横桥向减震效果的振动台试验研究[J].工程力学,2016,33(08):101-109.

7. 黄永福,徐艳,李建中.近断层地震作用下斜拉桥黏滞阻尼器参数简化设计方法[J].土木工程学报,2016,49(09):72-77+95.

8. 王瑞龙、徐艳*、李建中，一致激励下的混凝土斜拉桥振动台试验，同济大学学报（自然科学版），2015.43（3）：357-363（EI）

9. 徐艳,黄永福,李建中.脉冲型地震作用下斜拉桥纵向响应的简化计算[J].华南理工大学学报(自然科学版),2015,43(02):41-47.

10. 徐艳,段昕智,李建中.强震作用下斜拉桥纵桥向非线性地震反应分析[J].华南理工大学学报(自然科学版),2012,40(06):132-138.

11. 徐艳,胡世德.大跨度拱桥弹性动力失稳的简化计算[J].土木建筑与环境工程,2012,34(03):89-94.

12. 徐艳,嵇冬冰,王瑞龙.H型斜拉桥桥塔横桥向结构抗震设计与分析[J].土木建筑与环境工程,2014,36(06):1-7.