|
主要学术成果
|
在国内外期刊、会议上发表学术论文10余篇，部分论文如下：
1.Zhanzhan Tang, Xu Xie, Tong Wang. Residual Seismic Performance of Steel Bridges under Earthquake Sequence, Earthquakes and Structures, 2016, 11(4): 649-664. (SCI)
2. Zhanzhan Tang, Xu Xie, Tong Wang, Junzhe Wang. Study on FE Models in Elasto-plastic Seismic Performance Evaluation of Steel Arch Bridge, Journal of Constructional Steel Research, 2015, 113: 209-220. (SCI)
3. Zhanzhan Tang, Xu Xie, Yan Wang, Junzhe Wang. Investigation of Elasto-plastic Seismic Response Analysis Method for Complex Steel Bridges, Earthquakes and Structures, 2014, 7(3): 333-347. (SCI)
4. Zhanzhan Tang, Jie Liu, Xu Xie, Yixin Jin, Yan Wang. Research on Seismic Response and Fragility of Lock-up Device, Advances in Civil Engineering and Building Material IV, 2015: 35-40. (EI)
5. Xinke Hu, Xu Xie, Zhanzhan Tang, Yonggang Shen, Pu Wu, Lianfeng Song. Case Study on Stability Performance of Asymmetric Steel Arch Bridge with Inclined Arch Ribs, Steel and Composite Structures, 2015, 18(1): 273-288. (SCI)
6. Tong Wang, Xu Xie, Chi Shen, Zhanzhan Tang. Effect of hysteretic models on elasto-plastic seismic performance evaluation of a steel arch bridge, Earthquakes and Structures, 2016, 10(5): 1089-1109. (SCI)
7. 谢旭, 唐站站, 胡欣科, 梁正裕. 纤维模型在钢拱桥抗震设计中的适用性研究, 中国公路学报，2015, 28(2): 33-42. (EI)
8. Yan Wang, Zhanzhan Tang, Guoqing Jing. Effects of Near-Fault Velocity Pulse on the Seismic Response of Isolated High-Speed Railway Bridge, International Journal of Earth Sciences and Engineering, 2014, 7(5): 1964-1972. (EI)
9. Yan Wang, Tong Wang, Zhanzhan Tang. Seismic Fragility of Cushioning High-speed Railway Bridges, Advances in Transportation Studies, an international Journal 2014 Special Issue, Vol. 3, 39-50. (EI)
10. 王彤, 谢旭, 唐站站, 沈赤. 考虑复杂应变历史的钢材修正双曲面滞回模型, 浙江大学学报(工学版), 2015, 49(7): 1295-1312. (EI)
11. 廖燕华, 谢旭, 唐站站. Q345qC钢及焊接接头低周疲劳性能与断裂机理研究 [J]. 浙江大学学报(工学版), 2017,录用. (EI)
12. 诸葛翰卿; 谢旭, 唐站站. 水平2方向地震作用下钢桥墩损伤特性及计算模型研究 [J]. 中国公路学报, 2017, 录用. (EI)
|
