Main academic papers Juck Zhang, Fang,. Parametric analysis of longitudinal viscous dampers of single-tower self-anchored suspension bridge [J]. Earthquake Engineering and Engineering Vibration, 2009,29 (2):1123. Influence of square, tension and saddle restraint on seismic performance of three-tower self-anchored suspension bridge. 30 (5): 120- 125. Fang, Juck Zhang. Analysis of dynamic characteristics and influencing parameters of three-tower self-anchored suspension bridge. Earthquake engineering and engineering vibration [J [J] .20 10/0,30 (4): 97-102. Experimental study on multi-tower cable-stayed bridge based on three sets of shaking tables. Journal of civil engineering. 2012,45 (supplementary): 25-29. (including EI) Zhang, Zhengzhen. Effect analysis of strengthening box arch bridge by increasing section method [J]. Fujian Architecture, 2008, 1 16 (. Founder is true. Dynamic characteristics analysis of self-anchored suspension bridge with single tower. Proceedings of the 4th National Conference on Earthquake Prevention and Disaster Reduction. Beijing: China Building Industry Press, 2009, 438-443. Zhang, Fang, Zheng Zequn, etc. Study on longitudinal vibration reduction method of self-anchored suspension bridge with single tower. Proceedings of Qingdao Bay Bridge International Bridge Forum. Beijing: People Communications Publishing House, 2008: 65438. Founder is true. Dynamic characteristics analysis of three-tower self-anchored suspension bridge. Suzhou: Proceedings of the 4th National Conference on Structural Vibration and Dynamics. 2011,176-181.,Fang, Juck Zhang. Study on restraint system of main saddle of three-tower self-anchored suspension bridge. 39 (3): 428-433. Fang,, Juck Zhang. Model test of three-tower self-anchored suspension bridge. Journal of Fuzhou University (Natural Science Edition) .2011,39 (4): 568-574. Responsible for and participated in scientific research project [65438] 2011-2014, Fuzhou University Foundation, project leader. [2] Study on multi-support ground motion input model considering spatial effect, 20 12-20 14. Fuzhou University Seedling Foundation, project leader [3] There are many arrays of Langqi Bridge in Fuzhou. 2011-2012.6, main person in charge. [4] Seismic performance analysis of the main bridge of Fuzhou Gushan Bridge (single tower self-anchored suspension bridge with a main span of 235m), from 2007 to 2008, responsible for numerical analysis of seismic response and optimization analysis of viscous damper parameters; [5] Seismic Performance Analysis of Fuzhou Luozhou Bridge (main span 168m), 2008-20 10. Responsible for the numerical analysis of earthquake response and the anti-skid checking calculation of cable saddle under earthquake action; [6] Static and dynamic load test research of Fuzhou Gushan Bridge (single tower self-anchored suspension bridge with main span of 235 meters), 2009. Responsible for load test scheme design, test data analysis and numerical model modification; [7] Multi-array shaking table test of multi-tower four-span cable-stayed bridge of Wuhan Erqi Yangtze River Bridge (main span 6 16m three-tower cable-stayed bridge), 2010 ~ 201. Responsible for test model design, test scheme formulation and later data analysis; [8] Special study on seismic performance analysis and isolation measures of multi-tower four-span suspension bridge of Wuhan Yingwuzhou Yangtze River Bridge (three-tower four-span ground-anchored suspension bridge with main span of 850m), 20 10 ~ 20 12. Responsible for seismic response analysis and propose optimized isolation measures; [9] Fuzhou Gushan Bridge real-time monitoring system (single-tower self-anchored suspension bridge with a main span of 235m), 20 10- up to now, responsible for the analysis and processing of real-time monitoring data; 5) Take up the postgraduate course: 36 hours of research interest in numerical simulation of civil engineering; Study on static and dynamic performance of long-span bridge with multi-tower cable system: multi-point fitting method for seismic response of long-span bridge structure under multi-dimensional and multi-point excitation: study on seismic reduction measures and optimization scheme of long-span bridge;