Nie Xin
Title: Associate Professor
Address: Test Hall 203, Department of Civil Engineering, Heshanheng Building, Tsinghua University, 100084
Tel: 62794019
Fax: 62794019
E-mail: xinnie@tsinghua.edu.cn
Educational Background
ug 2004–Jul 2008, Bachelor, Department of Civil Engineering, Zhejiang University
Aug 2008–Jan 2014, Doctoral Student, Department of Civil Engineering, Tsinghua University (Supervisor: Prof. Yong-Jiu Shi)
Work Experience
Jan 2014–Sept 2014, Engineer, China Academy of Building Research, Beijing
Sept 2014–Sept 2017, Postdoctoral Fellow, Department of Civil Engineering, Tsinghua University (Cooperation Supervisor: Prof. Peng Pan)
Sept. 2017 ~ June. 2018 Research Associate, Dept. Civil Engineering, Tsinghua University, P. R. China
June. 2018 ~ Present Assistant Professor, Dept. Civil Engineering, Tsinghua University, P. R. China
Research Interests
1. Composite Structures
2. Structural Dynamics & Vibration Control
3. Development of High Performance Parallel FEM program
Research Projects
Development of a seismic isolation bridge system with earthquake resilience, Natural Science Foundation of China, 2016–2019, PI.
Key technology of a steel–concrete composite bridge and its application to highway engineering, China Railway Siyuan Survey and Design Group Co., Ltd., 2017–2019, PI.
Experimental study on a prestressed precast joint, Technology Center of China Building Technique Group Co., Ltd. , 2012–2014, PI.
High-performance steel–concrete composite structural system: construction details and design method Ministry of Science and Technology of China, 2017–2020, PI
Research on high-performance steel–concrete composite bridge systems, National Natural Science Fund of China, 2012–2016, Co-PI.
Application research on modern steel–concrete composite structure technology, Ministry of Science and Technology of China, 2012–2015, Co-PI.
Professional Service
Reviewer for ASCE Journal of Engineering Mechanics, ASCE Journal of Bridge Engineering, Thin-Walled Structures, 2014-Present.
Honors and Awards
2016, the second prize of the National Science and Technology Progress Awards of State Council of the People’s Republic of China (Rank 3st),( honored project: the environmental flow allocation and scheduling in Huaihe River Basin)
Educational Background
[1] Nie X, Yang Y*. and Fan J.S et.al. Experimental Study on Steel Jacket–Concrete Composite Connections. ASCE Journal of Bridge Engineering, 04016138, 2016.
[2] Nie, X., Xiao, C., Du, Y., Kang, Z., and Yang, Y*. Connection bridge effect on a DNA‐like two‐spiral‐up‐tower building. The Structural Design of Tall and Special Buildings, 2017, 26(13).
[3] Nie X*, Fan J S, and Shi Y J. Seismic behavior of a new type of steel-concrete composite rigid connection. Journal of Earthquake and Tsunami, 5(2):283–296, 2011.
[4] Nie X, Li Shuo. and Wang Yu-Hang* et.al. Coupled Bending-Shear-Torsion Bearing Capacity of Concrete Filled Steel Tube Short Column. Thin-Walled Structures, 2017.
[5] Fan J S*, Nie X, and Li Q. Long-term behavior of composite beams under positive bending ii: Analytcal study. ASCE Journal of Structural Engineering, 136(7):858–865, 2010.
[6] Xu LY, Tao MX, Nie Xin*, Fan JS and Ertugrul Taciroglu. Modeling techniques for strain-range dependent hardening behavior of low yield point steel shear panel dampers. ASCE Journal of Structural Engineering, 2017, 143(12), 04017172
[7] Yu-tao Guo, Mu-Xuan Tao, Xin Nie*, Jian-sheng Fan. Rigidity and moment distribution of steel-concrete composite waffle floor systems considering the spatial effect. Engineering Structures, 2017, 143: 498-510.
[8] Y.L. Mo, C.H. Luu, Xin Nie*, et.al. Seismic performance of a two-story unsymmetrical reinforced concrete building under reversed cyclic bi-directional loading. Engineering Structures, 2017, 145, 333-347.
[9] Ran Ding, Mu-Xuan Tao, Xin Nie*, Y.L. Mo. Fiber Beam-Column Model for Diagonally Reinforced Concrete Coupling Beams Incorporating Shear and Reinforcement Slip Effects. Engineering Structures, 2017, 153:191-204.
[10] Shao-Dong Shen, Xin Nie*, Peng Pan,et.al. Design and Analysis of Slotted Shear Walls Equipped with Energy Dissipating Shear Connectors. Computers and Concrete, 2017.
[11] Liang J, Nie X, Masud M, et al. A study on the simulation method for fatigue damage behavior of reinforced concrete structures. Engineering Structures, 2017, 150:25-38.
[12] Xu L Y, Nie X, Fan J S*. Cyclic behaviour of low-yield-point steel shear panel dampers. Engineering Structures, 2016, 126: 391-404.
[13] Zhang D, Nie X, Pan P*, et al. Experimental study and finite element analysis of a buckling-restrained brace consisting of three steel tubes with slotted holes in the middle tube. Journal of Constructional Steel Research, 2016, 124(12):1-11.
[14] Cheng X, Nie X, Fan J S*. Structural Performance and Strength Prediction of Steel-to-Concrete Box Girder Deck Transition Zone of Hybrid Steel-Concrete Cable-Stayed Bridges. ASCE Journal of Bridge Engineering, 2016, 21(11): 04016083.
[15] Xu L, Nie X, Fan J*, et al. Cyclic hardening and softening behavior of the low yield point steel BLY160: Experimental response and constitutive modeling. International Journal of Plasticity, 2016, 78: 44-63.
[16] Pan P*, Wu S, Nie X. A distributed parameter model of a frame pin‐supported wall structure. Earthquake Engineering & Structural Dynamics, 2015, 44(10):1643-1659.
[17] Wang Y H*, Tang Q, Nie X. Comparative investigation on influences of concrete material constitutive models on structural behavior. Construction & Building Materials, 2017, 144:475-483.
[18] Wang J J, Tao M X*, Nie X. Fracture energy-based model for average crack spacing of reinforced concrete considering size effect and concrete strength variation. Construction & Building Materials, 2017, 148:398-410.
[19] Deng K, Pan P*, Nie X, et al. Study of GFRP Steel Buckling Restraint Braces. ASCE Journal of Composites for Construction, 2015, 19(6):04015009.
[20] Yang Y, Liu J B, Nie X, Fan J S*. Experimental research on out-of-plane cyclic behavior of steel-plate composite walls. Journal of Earthquake and Tsunami, 2016, 10(1): 1650001.
[21] Pan W H, M. R. Eatherton, Tao M X, Yang Y*, Nie X. Design of Single-level Guyed Towers Considering Guy Strength and Rigidity Requirements Interrelationship. ASCE Journal of Structural Engineering, 2017, 143(9), 04017128.
[22] Zhang, Z., Wu, C., Nie, X., Bai, Y*., and Zhu, L. Bonded sleeve connections for joining tubular GFRP beam to steel member: Numerical investigation with experimental validation. Composite Structures, 2016, 157, 51-61.
[23] Nie J G, Li Y X, Tao M X*, Nie X. Uplift-Restricted and Slip-Permitted T-Shape Connectors. ASCE Journal of Bridge Engineering, 2014, 20(4): 04014073.
[24] Pan P*, Zhang D B, Nie X, et al. Development of piezoelectric energy-harvesting tuned mass damper. Science China Technological Sciences, 2016.
Major EI Journal Papers
[25] Nie X*, Fan J S., Lei F L. and et.al. Experimental research on improved composite box-girder with corrugated steel webs. Journal of Building Structures, 2014, 35(11): 53-61. (in Chinese)
[26] Nie X*, Fan J S, Shi Y J., Elastic analysis of composite beam with local-released combined action. China Civil Engineering Journal, 2013, 46(11): 105-111. (in Chinese)
[27] Nie X*, Nie J G., Tao M X. and et.al. Study on steel-concrete continuous composite bridge connected by new type of steel-concrete connector without shear resistance. Journal of Harbin Institute of Technology, 2012, 44(Suppl.1): 95-100. (in Chinese)
[28] Nie Xin*, Fan Jian-Sheng, Lei Fei-Long, Fu-Yu. Analysis and comparison on technical index of steel concrete composite beams. Journal of Harbin Institute of Technology, 2010, 42(suppl 1): 92-96. (in Chinese)
[29] Nie X.*, Fan J S*, Fu Y. Transverse load distribution on box section continuous composite steel-concrete bridges. Journal of Tsinghua University, 2009, 49(12): 1930-1933+1938. (in Chinese)
[30] Liu X G., Nie X, Fan J S.*. Research on prestressing tendons stress increment of prestressed composite beams with corrugated webs. Journal of Building Structures, 2014, 35(10): 47-55. (in Chinese)
[31] Liu X G., Nie X., Fan J S*. Nonlinear finite element analysis of unbounded prestressed composite beams with corrugated steel webs. Journal of Building Structures, 2014, 35: 254-260. (in Chinese)
[32] Fan J S*, Nie X, Li Q W. Long-term behavior of composite beams with shrinkage, creep and cracking (II): Theoretical analysis. China Civil Engineering Journal, 2009, 42(3): 16-22. (in Chinese)
[33] Xu L Y, Nie X., Fan J S*. and et.al. Experimental investigation of low-yield-point steel shear panel dampers. Journal of Tsinghua University, 2016, 56(9): 991-996. (in Chinese)
[34] Nie J G*, Tao Muxuan, Wu Lili, Nie Xin and Li Faxiong. Advances of research on steel-concrete composite bridges. China Civil Engineering Journal, 2012, 45(6): 110-122. (in Chinese)
[35] Nie J G*, Tao Muxuan, Nie Xin, et al. New technique and application of uplift-restricted and slip-permitted connection, China Civil Engineering Journal, 2014, 48(4): 7-14. (in Chinese)
[36] Yang Y, Liu J B., Fan J S.*, Nie X. and et al. Experimental study on flexural capacity of steel plate-concrete composite slabs. Journal of Building Structures, 2013, 34(10): 24-31. (in Chinese)
[37] Li Q., Fan J S and Nie X. Integrated control for multi-modal floor vibration under human walking. Journal of Building Structures, 2010, 31(9): 42-49. (in Chinese)
[38] Li Y X., Tao M X.*, Nie X. Experiment research on slip performance of uplift resisting with slip T-shaped connectors. Journal of Building Structures, 2014, 35: 274-280. (in Chinese)
[39] Wu L L*, Lei F L. and Nie X. Experiment of butt-welded connections subjected to axial tension. Journal of Tsinghua University, 2009, 49(9): 1446-1449. (in Chinese)
Major Conference Papers
[1] Xin Nie*, Y.Z. Zhu, T.R. Zhou. Local stability analysis of a large gas tank. ICASS 2009, 6th International Symposium on Life-Cycle Performance of Bridges and Structures, 2010, June, 1062-1065, Chang Sha, China.
[2] Fan J S*, Nie X, Tian C Y. Experiment and analytical study on connections between steel plate shear wall and CFTs. ICASS 2009, 6th International Conference on Advantage in Steel Structures, 2009, December, Vol. II: 612-619, Hong Kong, China.
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