Institute | Department of Civil Engineering |
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Research Area | • Bridge Seismic Design • Concrete Durability Analysis (Chloride-induced Steel Corrosion) • Accelerated Bridge Construction |
Contact Info. | zhjhui@usst.edu.cn |
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Education |
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Bachelor in Civil Engineering | Tongji University, 2003 |
Master of Philosophy in Bridge & Tunnel Engineering | Tongji University, 2006 |
Doctor of Philosophy in Civil Engineering | Hong Kong University of Science and Technology, 2011 |
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Latest Publications |
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1. Zhang J H, Guan Z G, Liang L, Ling X Z. Experimental study on longitudinal joints with accelerated construction features in precast multibox girder bridges. J. Bridge Eng., 2018, 23(1): 04017116. (SCI) |
2. Zhang J H, Wang W, Jiang D W, Guan Z G. Tests for aseismic performance of pile-to-pile cap joint of cast-in-place piles with steel casings. Journal of Vibration and shock, 2018,37(3): 79-84.(in Chinese/EI) |
3. Zhang J H, Liu Y H, Shi Z M.Diffusion property of chloride in cracked concrete. Journal of Building materials, 2018, 21(2):299-303. (in Chinese/EI) |
4. Zhang J H, Li Y, Wang W. Experimental study on correlation between crack width and depth of reinforced concrete beams. Journal of Disaster Prevention and Mitigation Engineering, 2018, 38(3): 465-471. (in Chinese/EI) |
5. Guan Z G, Zhang J H and Li J Z. Multilevel performance classifications of tall RC bridge columns toward postearthquake rehabilitation requirements. J. Bridge Eng., 2017, 22(10): 04017080. (SCI) |
6. Zhang J H, Ling X Z and Guan Z G. Finite element modeling of concrete cover crack propagation due to non-uniform corrosion of reinforcement. Construction and building materials, 132(2017): 487-499. (SCI) |
7. Zhang J H*, Ling X Z and Guan Z G. Finite element modeling of concrete cover cracking due to non-uniform corrosion of reinforcement.Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure - 5th International Symposium on Life-Cycle Engineering, IALCCE 2016, p 998-1004, 2017. (EI) |
8. Zhang J H, Guan Z G, Chen Y, et al. Seismic response analysis of regular continuous girder bridges with pile foundation allowed to uplift. Engineering mechanics, 2017, 34(6): 190-197. ((in Chinese/EI) |
9. Zhang J H, Liang L, Guan Z G. Seismic response analysis of a viaduct ramp bridge with partial vibration isolation. Journal of Vibration and Shock, 2017, 36(7): 141-148. (in Chinese/EI) |
10. Zhang J H and Li Y. Research summary on factors influencing strength of interface between new and old concrete. Concrete, 2017, 336(10): 156-160. (in Chinese) |
11. Zhang J H and Wang P F. State-of-Arts about the Chloride-induced steel corrosion and concrete cover cracking in reinforced concrete structures. J. University of Shanghai for Science and Technology, 2017, 39(4): 389-395. (in Chinese) |
12. Zhang J H, Ling X Z, Liang L, et al. Research progress on the uniform and non-uniform corrosion of RC structures under chloride environments. Concrete, 2016, 324(10): 25-29. (in Chinese) |
13. Zhang J H and Chen Y. A summary of constitutive models for high damping rubber bearings. China Elastomerics, 2016, 26(5): 82-88. (in Chinese) |
14. Zhang J H and Guan Z G. Seismic response analysis and reasonable aseismic system design for a viaduct ramp bridge. Journal of Vibration and Shock, 2015, 34(13): 189-194. (in Chinese/EI) |
15. Zhang J H and Guan Z G. Analysis of factors influencing seismic response of ramp bridges. Bridge Construction, 2015, 45(4): 58-63. (in Chinese/EI) |
16. Zhang J H and Guan Z G. Seismic vulnerability analysis of regular continuous girder bridges. Journal of Vibration and Shock, 2014, 33(20):140-145. (in Chinese/EI) |
17. Guan Z G, Zhang J H and Li J Z. A robust computational method for ultimate strength analysis of arbitrary reinforced concrete and composite sections subjected to axial force and biaxial bending. Advances in Structural Engineering, 2014, 17(1):83-96. (SCI) |
18. Zhang J H and Cheung M S. Modeling of chloride-induced corrosion in reinforced concrete structures. Materials and Structures, 2013, 46(4): 573-586. (SCI) |