Full-time Associate Researcher, Fuzhou University, China, 2025-present
Full-time Research Assistant, Fuzhou University, China, 2024-2025
Postdoctoral Researcher, Beijing University of Technology, China, 2022-2024
Principal Investigator: “Seismic Failure Mechanism and Design Method for Socket-connected Steel Bridge Pier-Pile Cap Joints”, National Natural Science Foundation of China (Youth Program, No. 52208451) (2023-2025)
Principal Investigator: “Key Technology Research and Application for Maintenance, Strengthening and Performance Enhancement of Pile-supported Bridges”, Enterprise Operational Project (2022-2024)
Principal Investigator: “Key Technology Research on Steel Beam-Recycled Concrete Column-Foundation Joints”, Enterprise Operational Project (2024-2026)
Principal Investigator: “Seismic Performance of Prefabricated UHPC Piers in Coastal Environments”, Fuzhou University Talent Introduction Research Start-up Fund (No. XRC-24091) (2024-2026)
Key Participant: “Theory and Method for Seismic Resilience Enhancement of Pile-supported Bridges”, National Natural Science Foundation Key Program (No. 52338010) (2024-2028)
Key Participant: “Composite Functional Recoverable Bridge Structural System and Design Theory”, National Natural Science Foundation Key Program (No. 51838010) (2019-2023)
Research Core Member: “Failure Mechanism, Full-process Simulation and Vulnerability Parameter Analysis of Railway Bridges in Near-Fault Strong Earthquake Zones”, National Key R&D Program (No. 2022YFB2302602) (2023-2026)
Main Contributor & Technical Lead: “Key Technology Research for Steel Beam Bridge Engineering on Hongji Expressway”, Enterprise Operational Project (2018-2020)
Key Participant: “Key Technology Research for Seismic Reduction of Qianshougang Bridge”, Enterprise Operational Project (2017-2019)
Technical Lead: “Complete Set of Key Technologies for Efficient Connection and Performance Enhancement of All-Steel Prefabricated Bridges”, Enterprise Operational Project (2023-2026)
Key Participant: “Experimental Research on Prefabricated Structures for Conventional Bridges”, Enterprise Operational Project (2019-2022)
[1]Guangda Zhang], Qiang Han, Kun Xu, Yanchen Song, Zhipeng Li, Xiuli Du. Parameter analysis and design on socket CFST column-cap beam joint with UHPC grouted connection[J]. Engineering Structures, 2023, 292: 116528.
[2] [Guangda Zhang], Sibo Su, Qiang Han, Kun Xu, Zhipeng Li, Xiuli Du. Experimental and numerical investigation of seismic performance of prefabricated double-column piers used in accelerated bridge construction[J]. Engineering Structures, 2023, 293: 116688.
[3] [Guangda Zhang], Qiang Han, Kun Xu, Xiuli Du, Weili He. Quasi-static tests of CFST embedded RC Column-to-Precast Cap Beam with socket connection [J]. Engineering Structures, 2021,241: 112443.
[4] [Guangda Zhang], Qiang Han, Kun Xu, Xiuli Du, Weili He. Experimental investigation of seismic behavior of UHPC-filled socket precast bridge column-foundation connection with shear keys [J]. Engineering Structures, 2021,228: 111527.
[5] [Guangda Zhang], Qiang Han, Kun Xu, Yanchen Song, Jianglong Li, Weili He. Numerical analysis and design method of UHPC grouted RC column-footing socket joints[J]. Engineering Structures, 2023, 281: 115755.
[6] Sibo Su, [Guangda Zhang*], Qiang Han, Jiexin Yu, Xiuli Du. Numerical analysis of high-strength centrifugal precast RC hollow pipe columns using grouted corrugated duct connection: confinement effect and ductility evaluation [J]. Engineering Structures, 2024, 301: 117326.
[7] Xiaolong Si, [Guangda Zhang*], Yanchen Song, Qiang Han, Bin Liu, Xiuli Du, Yuhong Ma. Evaluation of seismic performance and damage characteristics of column-footing joints with shallow socket connection [J]. Engineering Structures, 2024; 311:118172.
[8] Sibo Su, [Guangda Zhang*], Qiang Han, Daxing Zhou, Peng Liu, Xiuli Du. Shear performance and failure mechanism of socket CFST column-beam connection with UHPC grouting [J]. Engineering Structures, 2024; 313:118270.
[9] Zhixin Zhu, [Guangda Zhang*], Qiang Han, Zhipeng Li, Li Xu, Xiuli Du. Nonlinear hysteretic model of prefabricated pier-cap beam joint with CFST socket connection[J]. Engineering Structures, 2025, 330: 119908.
[10] Xiaolong Si, Yanchen Song, [Guangda Zhang*], Qiang Han, Xiuli Du, Bin Liu. Mechanical model analysis of column-footing joints with combined socket-corrugated pipe connection [J]. Composite Structures, 2025, 353: 118666.
[11] Sibo Su, [Guangda Zhang*], Qiang Han, Li Xu, Daxing Zhou, Xiuli Du. Quasi-static tests of full-scale precast canopy beam-column joints with UHPC-filled grouted corrugated ducts connection [J]. Journal of Building Engineering, 2024, 96: 110383.
[12] Sibo Su, [Guangda Zhang*], Qiang Han, Daxing Zhou, Peng Liu, Xiuli Du. Tensile performance of UHPC-filled grouted corrugated duct connection for large-diameter rebars in prefabricated canopies [J]. Journal of Building Engineering, 2023, 80: 107905.
[13] Xiaopeng Li, [Guangda Zhang*], Qiang Han, Junlong Zhou, Xiaomin Liu, Xiuli Du. Mechanical behavior of splice joints for precast bridge columns connected by grouted sleeves[J]. Soil Dynamics and Earthquake Engineering. 2023, 173: 108078.
[14] Qiang Han, Sibo Su, [Guangda Zhang*], Kun Xu, Xiuli Du. Stiffness estimation of UHPC-filled socket column-foundation joints: numerical investigation and analytical model[J]. Soil Dynamics and Earthquake Engineering, 2023, 170: 00057.
[15] Sibo Su, [Guangda Zhang*], Qiang Han, Daxing Zhou, Li Xu, Peng Liu, Xiuli Du. Bond-slip behavior of UHPC-filled CFST bridge column-beam socket connection: Experimental study and analytical model. Structures, 2024; 63: 106418.
[16] [Guangda Zhang], Sibo Su, Qiang Han, Weili He, Li Jianglong, Kun Xu, Xiuli Du. Seismic Behavior Investigation of UHPC Grouted Precast Column-to-foundation Joints with Socket Connection [J]. China Journal of Highway and Transport, 2023, 36(10): 368-381. [in Chinese]
[17] [Guangda Zhang], Kun Xu, Qiang Han, Yulei Bai. A reinforced concrete pier structure capable of rapid repair after earthquake. Patent No.: ZL201810423433.6.
[18] [Guangda Zhang], Sibo Su, Huifang Xie, Huanlei Jia, Qiang Han. A prefabricated canopy pier column - foundation socket - type joint and its construction method. Patent No.: ZL202111547946.0.