工学博士，硕士生导师，山西临汾人，智能建造教研室教师，从事钢结构抗连续倒塌和钢板剪力墙方面的研究，主要以第一作者在《Engineering Structures》、《Thin-walled structure》、《Journal of Constructional Steel Research》、《Journal of Performance of Constructed Facilities》、《工程力学》、《建结构学报》等国内外期刊发表学术论文，其中SCI、EI收录25篇。担任《Engineering Structures》、《工程力学》期刊审稿人。近三年主持福建省科技厅和教育厅项目2项，参与国家自然科学基金1项，获得福建省科技进步奖1项，授权发明专利2项。

主持项目  

[1]改进削弱型延性节点及其钢框架结构抗连续倒塌研究，福建省自然科学基金2020J01886，在研，主持

[2]装配式组合框架结构抗震与抗倒塌性能研究，横向课题，在研，主持

[3]装配式半刚性框架－波纹钢板剪力墙结构体系及应用研究，横向课题，在研，主持

[4] 钢框架采用波纹板加强节点后的抗连续倒塌研究，福建省教育厅JAT190414

代表性论文  

[1]Huiyun Qiao, Haohui Xu, Xiaoyong Zhang, Zhiquan Xing, Yu Chen*, Enhong Tang.Seismic performance of corrugated steel plate shear walls under various constraint conditions[J]. Thin-Walled Structures, 2023, 192: 111189. (SCI, Q1, IF: 6.4)

[2]Huiyun Qiao, Xinyu Xie, Juhuan Zheng, Zhiquan Xing, Yu Chen*, Jianpeng Wei. Progressive collapse behavior of beam-to-column connections involving flange openings[J]. Engineering Structures, 2023, 284: 115972. (SCI, Q2, IF: 4.471)

[3] Huiyun Qiao, Xinyu Xie, Yu Chen*. Improvement of progressive collapse resistance for a steel frame system with beam–web opening[J]. Engineering Structures, 2022, 256: 113995. (SCI, Q2, IF: 4.471)

[4] Huiyun Qiao, Zhuangzhuang Guo, Yu Chen*. Experimental investigation of a substructure in a frame with castellated steel beams in case of a column loss [J]. Engineering Structures, 2022, 255: 113926. (SCI, Q2, IF: 4.471)

[5] Huiyun Qiao, Jian Xia, Yu Chen, Canwen Chen*, Juhuan Zheng. A novel principle for improving collapse resistance of steel frame structures [J]. Journal of Constructional Steel Research, 2022, 196: 107408.(SCI, Q2, IF: 4.349)

[6] Huiyun Qiao, Mingfeng Zhang, Zhongcun Liu, Yu Chen*.  Experimental investigation on square steel tubular columns with initial crack defects [J]. Structures, 2022, 35: 388-405. (SCI, Q3, IF: 2.983)

[7] Huiyun Qiao, Jiahui Pan, Yu Chen*, Jike Pan. Behaviour of stub columns with initial crack defects under axial compression [J]. Thin-Walled Structures, 2021, 163: 107736. (SCI, Q1, IF: 6.4)

[8] Huiyun Qiao, Yu Chen*, Jinpeng Wang, Canwen Chen. Experimental study on beam-to-column connections with reduced beam section against progressive collapse [J]. Journal of Constructional Steel Research, 2020, 175: 106358.(SCI, Q2, IF: 4.349)

[9] Huiyun Qiao*, Caisong Luo, Jianpeng Wei, Yu Chen. Progressive collapse analysis for steel braced frames considering Vierendeel action [J]. Journal of Performance of Constructed Facilities， 2020, 34(4): 04020069. (SCI, Q3, IF: 2.372)

[10] Huiyun Qiao, Yinghua Yang*, Jianhao Zhang. Progressive collapse analysis of multi-story moment frames with varying mechanisms [J]. Journal of Performance of Constructed Facilities, 2018, 32(4): 04018043. (SCI, Q3, IF: 2.372)

[11] Huiyun Qiao, Yinghua Yang*, Jianhao Zhang. Progressive collapse analysis of multi-story moment frames with varying mechanisms [J]. Journal of Performance of Constructed Facilities, 2018, 32(4): 04018043. (SCI, Q3, IF: 2.372)

[12] Jian-peng Wei, Hui-yun Qiao* , Yang Guo, Zhai-bang Ke, Yu Bao, Zhi-an Jiao.Cyclic loading test of earthquake-resilient steel frame joints with different connection forms [J]. Journal of Constructional Steel Research, 2023,211:108130(SCI, Q2, IF: 4.349)

[13] Shentong Lin, Huiyun Qiao, Jinpeng Wang, Jiahao Shi, Yu Chen*. Anti-collapse performance of steel frames with RWS connections under a column removal scenario [J]. Engineering Structures, 2021, 227: 111495. (SCI, Q2, IF: 4.471)

[14]Shentong Lin, Xiaolei Xue, Huiyun Qiao, Yu Chen*,Prediction model for catenary action of welded RWS connections using PVM link element [J]. Journal of Constructional Steel Research, 2022, 191: 107207.(SCI, Q2, IF: 3.646)

[15]Jian-peng Wei, Li-min Tian*, Yang Guo, Huiyun Qiao, Yu Bao, Zhi-an Jiao, Xiao-jun Shi. Numerical study of the seismic performance of a double-hinge steel frame joint [J]. Journal of Constructional Steel Research, 2021, 187: 106963. (SCI, Q2, IF: 3.646)

[16] Jian-peng Wei, Li-min Tian, Yang Guo, Huiyun Qiao, Zhi-an Jiao, Yu Bao, Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator [J]. Journal of Constructional Steel Research, 2022, 199: 107630. (SCI, Q2, IF: 3.646)

[17] Han Zheng, Huiyun Qiao, Yu Chen*, Bo Yang, Bin Zhu, Lifang Lai. Study on anti-progressive collapse performance of cellular steel frames with different web opening shapes[J]. Structures, 2023, 47: 338-357. (SCI, Q3, IF: 2.983)

[18] Zhiqiang Wu, Zhijun Xu, Huiyun Qiao, Yu Chen. Study on anti-progressive collapse performance of assembled steel frame joints with Z-type cantilever beam splices [J]. Journal of Constructional Steel Research, 2022, 199:107593. (SCI, Q2, IF: 4.349)

[19] Zhang Xiaoyong, Cai Shihan, Wang Zhouhua, Qiao Huiyun, Lin Guixing, Wu Xiaolei, Chen Yu*. Research on mechanical properties of ultra-high performance fiber reinforced cement-based composite after elevated temperature [J]. Composite Structures, 2022, 291: 115584.(SCI, Q1, IF: 5.407)

[20] Shentong Lin, Jinpeng Wang, Huiyun Qiao, Yu Chen*, Yang Zhou. Performance of Steel Frames with Different Web Bolt Number and Arrangements in a Column-Loss Scenario [J]. Journal of Structural Engineering, 2021, 147(10): 04021150. (SCI, Q2, IF: 3.312)

[21]乔惠云，许皓晖，陈誉*，魏建鹏，张瀚武．考虑二次防御设计的钢框架抗连建筑结构续倒塌研究[J]．建筑结构学报. 2022．(EI)已录用

[22]乔惠云，郭壮壮, 陈誉*, 张明锋,丘华生, 王征. 平面钢框架在撞击荷载作用下的抗连续倒塌分析 [J].振动与冲击, 2022, 41(4): 176-181. (EI)

[23]乔惠云，罗才松，马永超，陈誉*. 钢框架结构在坠落块体撞击作用下的动力效应分析[J]. 振动与冲击，2021, 40(5): 8-15. (EI)

[24]乔惠云*, 魏建鹏, 田黎敏. 中心支撑钢框架在空腹效应作用下抗连续倒塌分析[J]. 振动与冲击, 2019, 38(24): 115-121. (EI)

[25]乔惠云, 杨应华*, 钟炜辉. 中柱失效下多层钢框架的连续倒塌分析与机理研究[J]. 振动与冲击, 2018, 37(22): 142-149. (EI)

[26]乔惠云, 杨应华*, 钟炜辉. 中柱突然失效后钢框架的简化分析方法[J]. 华中科技大学学报(自然科学版), 2017, 45(07): 11-16. (EI)

[27]乔惠云，周克民*. 多工况应力约束下的拓扑优化格栅[J]. 工程力学, 2009, 26(6): 46-51. (EI)

学生培养

郭壮壮(2020级硕士生)，发表SCI论文1篇、EI论文1篇

谢欣余(2021级硕士生)，发表SCI论文2篇

许皓晖(2021级硕士生)，发表EI论文1篇