个人简介：

诸葛翰卿，男，1993年3月生，博士，讲师，硕士生导师，主讲结构设计CAD(PKPM)、地震工程导论、桥梁工程等。2011年9至2015年6月，本科就读于中南大学土木工程（詹天佑班）专业，获工学学士学位；2015年9月至2020年6月，博士就读于浙江大学桥梁与隧道工程专业（直接攻博），获工学博士学位；2020年8月起，进入浙江科技学院土木与建筑工程学院工作；2023年3月起，进入北京工业大学城市建设学部博士后流动站。从事桥梁工程与地震工程方面的教学、科研和社会服务工作，主持国家自然科学基金青年项目1项、浙江省自然科学基金探索青年项目1项、横向项目多项，发表SCI/EI收录论文20余篇。主要研究方向为桥梁结构抗震设计方法、震后功能可恢复新型桥梁等。

标志性项目：

1、摇摆钢桥墩震后恢复机理及韧性设计方法研究，国家自然科学基金青年项目，2024/01-2026/12，主持

2、考虑界面碰撞过程的摇摆钢桥墩抗震机理及韧性设计方法研究，浙江省自然科学基金探索青年项目，2024/01-2026/12，主持

标志性成果：

[1]Hanqing Zhuge, Jianian Wen, Zhenlei Jia, Qiang Zhang, Qiang Han, Rui Du. Analytical calculation method of circular-section rocking steel piers under horizontal cyclic load[J]. Engineering Structures, 2024, 314:11840-1–16.

[2]Hanqing Zhuge,Rui Du, Shuailing Li and Zhanzhan Tang, Seismic analysis model of partially concrete-filled steel piers considering ultralow-cycle fatigue crack propagation[J]. Journal of Earthquake Engineering, 2024, 28(7): 2027–2049.

[3]Hanqing Zhuge, Zhanzhan Tang, Xianglong Zheng, Fangyuan Song. Seismic safety evaluation method based on fiber-element strain for square-section steel piers[J].Journal of Constructional Steel Research, 2023, 200: 107658-1–13.

[4]Hanqing Zhuge, Chenpeng Niu, Rui Du and Zhanzhan Tang. Research on seismic performance and reinforcement methods for self-centering rocking steel bridge piers[J].Applied Sciences, 2023, 13, 9108.

[5]Hanqing Zhuge, Xu Xie, Shuxian Chen and Zhanzhan Tang. Research on the multi-shear spring model for circular-section steel piers [J]. Journal of Constructional Steel Research, 2022, 188: 107041-1–14.

[6]Hanqing Zhuge,Xianglong Zheng, Fangyuan Song and Zhanzhan Tang. Fiber model considering the local instability effect and its application to the seismic analysis of eccentrically compressed steel piers [J]. Applied Science, 2022, 12: 5838.

[7]Hanqing Zhuge, Xu Xie. Hysteresis model for fiber elements in effective damaged zone of square-section steel piers considering local instability effect of steel plates [J]. Journal of Structural Engineering, ASCE, 2020, 146(8): 04020156-1–16.

[8]诸葛翰卿，谢旭，李帅领，王建东.水平双向地震作用下薄壁方形截面钢桥墩抗震性能试验及实用算法研究[J].土木工程学报，2020，53(12)：74–85.

[9]诸葛翰卿，谢旭，唐站站.水平双向地震作用下钢桥墩损伤区域长度研究[J].中国公路学报，2019，32(8): 79–90.

[10]诸葛翰卿,谢旭,廖燕华,唐站站.横桥向地震作用对钢拱桥地震损伤发展的影响[J].浙江大学学报(工学版), 2019, 53(4): 702–712.

[11]Xu Xie,Hanqing Zhuge, Zhanzhan Tang, Tong Wang, Yanhua Liao. Damage characteristics of thin-walled steel arch bridges subjected to in-plane earthquake action [J]. Journal of Constructional Steel Research. 2018,151:70–82.

[12]Qin Tian,Hanqing Zhugeand Xu Xie. Prediction of the ultra-low-cycle fatigue damage of Q345qC steel and its weld joint [J]. Materials, 2019, 12(23): 4014.

[13]Shuailing Li, Jiahui Lin,Hanqing Zhuge, Xu Xie and Cheng Cheng. Ultra-low cycle fatigue fracture initiation life evaluation of thick-walled steel bridge piers with microscopic damage index under bidirectional cyclic loading [J]. Structures, 2022, 43: 669–681.

[14]Shuxian Chen, Xu Xie,Hanqing Zhuge. Hysteretic model for steel piers considering the local buckling of steel plates [J]. Engineering Structures, 2019(183): 303–318.

[15]Qiang Zhang, Jianian Wen, Qiang Han,Hanqing Zhuge, Yulong Zhou. Life-cycle assessment and prediction on ultimate capacity of corroded Q690 steel columns with H-section under bi-directional cyclic loading. Thin-Walled Structures, 2024, 195, 111391-1–18.

[16]Qiang Zhang, Qiang Han, Jianian Wen,Hanqing Zhuge, Zhanfei Wang. Performance and damage states assessment of thin-walled steel bridge piers with end-corrosion under earthquake loading. Thin-Walled Structures, 2023, 192, 111173-1–18.

E-mail：120043@zust.edu.cn