Principal Investigator: “R&D and Application of a Large Language Model for Meteorological and Hydrological Disaster Prediction in Minqing County”, Enterprise-commissioned Research Project (2025-present)
Principal Investigator: “Key Technologies for Fatigue Safety Assessment of Large-Capacity Offshore Wind Turbine Blades”, Enterprise-commissioned Research Project (2024-present)
Principal Investigator: “Study on Key Construction Techniques for Rubble Mound Breakwaters on Deep-Water Isolated Islands under Severe Marine Conditions”, Enterprise-commissioned Research Project (2024-present)
Principal Investigator: “Study on Seismic Damage Mechanism and Performance-based Seismic Design Method of CFST Reinforced Concrete High Pier with Hollow Section” (Grant No. 51978169), National Natural Science Foundation of China (2020-2023)
Principal Investigator: “Research on Design Methodology and Structural Optimization Measures for Extradosed Bridges with Steel Tube-Concrete Composite Main Towers” (Grant No. 2019-G-41), Fuzhou Municipal Science and Technology Plan Project (2019-2021)
Principal Investigator: “Research on Seismic Performance and Simplified Seismic Design Method of Box Sectional CFST-RC Column” (Grant No. 51508104), National Natural Science Foundation of China (2016-2018)
Co-Investigator: “Research on Fatigue Performance of CFST Composite Bridge with Steel Web Member/Plate” (Grant No. 2017YFE0130300), National Key R&D Program of China (2019-2022)
Co-Investigator: “Study on Mechanical Behavior and Control Criteria of Novel Pile-Slab Structural Systems for Coastal Highways” (Grant No. 2020-MS1-002), Key Science and Technology Project of the Transportation Industry, Ministry of Transport of China (2020-2022)
Co-Investigator: “Research on Design Theory and Key Technologies for Industrialization of UHPC-encased Prefabricated Bridge Piers” (Grant No. 2021H6021), Fujian Provincial Science and Technology Plan Project (2021-2024)
Member, American Society of Civil Engineers (ASCE)
Member, Fujian Provincial Cultural Heritage and Museum Expert Pool
Member, Smart Construction and Digital Development Committee, Fujian Provincial Construction Industry Association
Fujian Provincial Emergency Management Expert
Early Career Editorial Board Member, Earthquake Engineering & Resilience (SCI Indexed)
Early Career Editorial Board Member, Journal of Chongqing Jiaotong University (Natural Science)
Reviewer, Eng Struct, J Struct Eng, J Bridge Eng, Ocean Eng, and other journals.
A. Books
[1] Huihui Yuan, Q.X. Wu. Seismic Performance-Based Design of Concrete-Filled Steel Tubular Lattice Bridge Piers. ISBN: 978-7-112-28043-8. China Architecture & Building Press, 2022.
[2] Q.X. Wu, K.M. Chen, Huihui Yuan, et al. Nonlinear Computational Theory of Cable Structures. ISBN: 978-7-112-26345-5. China Architecture & Building Press, 2021.
B. Journals
[1] K.Q. Lin, J.Y. Chen, Z.W. Chen, Huihui Yuan, L.L. Xie*. (2025) Novel Capacity-Adjustable BRB for Improving the Seismic Performance of Tall-Pier Bridges, Structural Control and Health Monitoring, 6622273, 25 pages.
[2] Q.X. Wu, Q.X. Zheng, M.Q. Yang, Huihui Yuan*, S. Zhang. (2025) Research on seismic performance of prefabricated steel bridge piers with partially filled concrete. Structures, 80, 109695.
[3] J. Cheng, Huihui Yuan*, Q.X. Wu, M.Q. Yang. (2025) Shear resistance and calculation method of UHPC-encased CFST composite columns. Journal of Structural Engineering ASCE, 151(10), 04025149.
[4] Z.K. Xu, J. Cheng, Huihui Yuan, Q.X. Wu*, Z.Q. Qin. (2024) Mechanical behavior of eccentrically loaded UHPC-encased CFST medium-long columns. Engineering Structures, 315:118403.
[5] X.J. Zhou, S.M. Bai, Huihui Yuan*, J. Liang, T.M. Mou.(2024) Matching relationship study between steel ratio and core concrete strength in UHSCFST stub columns. Journal of Constructional Steel Research, 219:108806.
[6] Y.F. Huang, L.J. Chen, Q.X. Wu, Huihui Yuan*, B.C. Chen, S. Nakamura.(2023) Nonlinear Dynamic Response Analysis of a Hybrid CFST Truss Lightweight Bridge under Strong Earthquakes. Earthquake Engineering and Resilience, 2(4): 436-457.
[7] Huihui Yuan*, R.L. Chen, Q.X. Wu, J. Hu, Y. Tang. (2023) Experimental and Numerical Investigation of the Mechanical Behavior of a Cable-stayed Bridge with Shell- shaped Pylons. Structures, 56, 105004.
[8] Q.X. Wu, Z.K. Xu, Huihui Yuan*, Z.Q. Qin. (2023) Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression. Magazine of Concrete Research, 75(10): 487-505.
[9] J.G. Wei, H.D. Ying, Y. Yang*, W. Zhang, Huihui Yuan, J. Zhou. (2023) Seismic performance of concrete-filled steel tubular composite columns with ultra high performance concrete plates. Engineering Structures, 278, 115500.
[10] Y. Xu, B. Li, Q.X. Wu*, Huihui Yuan. (2022) Failure Mechanism and Load Carrying Capacity of an Arched Partially CFST Bridge Tower Considering Different Concrete Filling Lengths. Structure and Infrastructure Engineering, 20(9), 1374-1389.
[11] Huihui Yuan*, J. Dang, Q.X. Wu, T. Aoki. (2021) A Modified Curve-Approximated Hysteretic Model for Partially Concrete-Filled Steel Tube Bridge Piers. Journal of Constructional Steel Research, 185, 106861.
[12] Huihui Yuan, Z.M. She, Q.X. Wu*, Y.F. Huang. (2021) Experimental and Parametric Investigation On Elastoplastic Seismic Response of CFST Battened Built-Up Columns. Soil Dynamics & Earthquake Engineering, 145, 160726.
[13] Q.X. Wu, Z.M. She, Huihui Yuan*. (2021) Experimental study of UHPC-encased CFST stub columns under axial compression. Structures, 32: 433-447.
[14] Huihui Yuan, Q.X. Wu*, Y.F. Huang, Z.M. She. (2020) Experimental and Theoretical Studies on the Seismic Performance of CFST Battened Built-up Column Piers. Engineering Structures, 206, 110099.
[15] J.G. Wei, J. Zhou, J.N. Huang, Huihui Yuan, Q.W. Huang*. (2019) Experimental study on the cyclic behavior of ultra high performance concrete–filled steel tube beam-columns. Advances in Structural Engineering, 23(6): 1369433219886456.
[16] R. Yadav, Huihui Yuan, B.C. Chen, Z.B. Lian. (2018) Experimental study on seismic performance of latticed CFST-RC column connected with RC web. Thin-Walled Structures, 126: 258-265.
[17] J. Dang, Huihui Yuan, A. Igarashi, T. Aoki. (2017) Multiple-spring model for square-section steel bridge columns under bidirectional seismic load. Journal of Structural Engineering ASCE, 143, 5, 04017005.
[18] J.H. Li, D.M. Feng, A.Q. Li, Huihui Yuan. (2016) Determination of reasonable finished state of self-anchored suspension bridges. Journal of Central South University, 23:209-219.
[19] Huihui Yuan*, J. Dang, T. Aoki. (2014) Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations. Journal of Constructional Steel Research, 93: 44-54.
[20] J. Dang, Huihui Yuan, A. Igarashi, T. Aoki. (2014) Curve-approximated hysteresis model for steel bridge columns. Journal of Structural Engineering ASCE, 140, 9, 04014058.
[21] Huihui Yuan*, J. Dang, T. Aoki. (2013) Experimental study of the seismic behavior of partially concrete filled steel bridge piers under bidirectional dynamic loading. Earthquake Engineering & Structural Dynamics, 42(15): 2197-2216.
[22] J.H. Li, A.Q. Li, Huihui Yuan, X.P. Li. (2009) Spatial structural analysis of main saddle for single tower spatial cable self-anchored suspension bridge. Journal of Southeast University (English Edition), 25(03): 372-375.
C. Proceedings
[1] Huihui Yuan, Q.X. Wu, B.C. Chen, Z.M. She. Pseudo-dynamic test study on seismic behavior of CFST built-up column with RC web at the different intensity of ground motions. 17th World Conference on Earthquake (17WCEE), Sendai, Japan, 2020.9.13-9.18.
[2] Huihui Yuan, Q.X. Wu, B.C. Chen. Shaking Table Test Study on Seismic Performance of Concrete Arch Bridge with Steel Web. 16th World Conference on Earthquake (16WCEE), Santiago, Chile, 2017.1.9-1.13.
[3] Huihui Yuan, Q.X. Wu, B.C. Chen. Nonlinear Seismic Analysis of Concrete Arch Bridge with Steel Webs. 8th International Conference on Arch Bridges (ARCH 2016), Wrocław, Poland, 2016.10.5-10.7
[4] Huihui Yuan, J. Dang, Q.X. Wu, T. Aoki. Bi-Directional Pseudo-Dynamic Test of Circular Sectional CFST Bridge Piers. Proceedings of the Istanbul Bridge Conference 2014, N0.051, Istanbul, Turkey, 2014.08.11-08.13.