职称：副教授/硕士生导师

地址：甘肃省兰州市七里河区兰工坪路287号

邮编：730050

E-mail：xianw@lut.ecesisjobs.com;cexianwei@163.com

主页：http://www.cewangwd.com

教育经历

2016.09-2020.12：兰州理工大学，结构工程专业，工学博士

2019.06-2020.06：澳大利亚科廷大学土木与机械工程学院，联合培养博士研究生

2014.09-2016.06：兰州理工大学，结构工程专业，工学硕士

2010.09-2014.06：西昌学院，土木工程专业，工学学士

工作履历

2024.01-至今：兰州理工大学beat365中文官方网站，副教授

2022.06-至今：兰州理工大学beat365中文官方网站，硕士研究生导师

2021.04-2023.12：兰州理工大学beat365中文官方网站，讲师

教学工作

本科生课程：结构力学；结构动力学；组合结构设计原理

研究生课程：组合结构理论

教学研究课题：

[1].教育部产学合作协同育人项目(编号：220803214314117):基于产学合作的智能建造专业师资培养模式的探索，项目主持人，2022.01-2023.12。（北京构力科技有限公司）

社会兼职

《Thin-Walled Structures》《Structures》《Journal of Constructional Steel Research》《土木工程学报》《公路交通科技》《建筑结构》等期刊审稿人。

研究领域

[1].钢与混凝土组合结构、装配式结构、抗冲击性能研究

[2].波纹腹板钢-钢管混凝土桁式弦杆-UHPC组合梁桥力学性能研究

科研项目

[1].国家自然科学基金-青年基金项目(编号: 52208171)：落层冲击作用下装配式钢管混凝土柱-RC梁节点抗力机理与韧性评估，项目主持人，2023.01-2025.12，在研。

[2].甘肃省科技计划项目(编号:23JRRA787)：装配式钢管混凝土柱-RC梁节点在落层冲击作用下的抗力机制研究，项目主持人，2023.07-2025.06，在研。

[3].兰州理工大学红柳优秀青年人才支持计划：钢管混凝土柱-组合梁节点动态倒塌性能研究，项目主持人，2023.1-2025.12，在研。

[4].国家自然科学基金(编号: 52168020)：内配型钢钢管混凝土构件侧向撞击作用工作机理与防撞策略研究，参与，2022.1-2025.12，在研。

[5].国家自然科学基金(编号: 52168021)：中空夹层钢管混凝土组合风电塔结构受力性能与设计方法，参与，2022.1-2025.12，在研。

[6].甘肃省重点研发计划(编号: 23YFGA0064)：复杂环境下大兆瓦级新型风电塔体系关键组件与控制技术研发，参与，2023.8-2025.8，在研。

科研奖励

[1].钢管混凝土组合结构体系抗震性能关键技术与应用，甘肃省科技进步二等奖（排名：5/10），2022

代表论文

[1].Ji Sun-Hang,Wang Wen-Da, Chen Wensu,Xian Wei, Wang Rui, Shi Yan-Li. Experimental and numerical investigation on the lateral impact responses of CFST members after exposure to fire.Thin-Walled Structures, 2023, 190: 110968, DOI: 10.1016/j.tws.2023.110968(SCI/EI收录，中科院一区Top)

[2].Ji Sun-Hang, Wang Wen-Da, Chen Wensu, Shi Yan-Li,Xian Wei. Lateral impact behaviour of post-fire steel-reinforced concrete-filled steel tubular members: Experiment and evalsuation method.Engineering Structures, 2023, 293: 116612, DOI: 10.1016/j.engstruct.2023.116612(SCI/EI收录，中科院一区Top)

[3].Wang Wen-Da, Zheng Long,Xian Wei. Simplified multi-scale simulation investigation of 3D composite floor substructures under different column-removal scenarioses.Journal of Constructional Steel Research, 2023, 208: 108002, DOI:10.1016/j.jcsr.2023.108002(SCI/EI收录，中科院二区)

[4].Wang Wen-Da, Jia Zhi-Lu,Xian Wei, Shi Yan-Li. Performance of SRCFST member under long-term loading and preload on steel tube.Journal of Building Engineering, 2023, 72: 106700, DOI: 10.1016/j.jobe.2023.106700(SCI/EI收录，中科院二区Top)

[5].Ji Sun-Hang, Wang Wen-Da,Xian Wei, Shi Yan-Li. Cyclic and monotonic behaviour of steel-reinforced concrete-filled steel tubular columns.Thin-Walled Structures, 2023, 185: 110644, DOI: 10.1016/j.tws.2023.110644(SCI/EI收录，中科院一区Top)

[6].Wang Wen-Da, Zheng Long,Xian Wei. Performance of the CFST column to composite beam connection under static and impact loads.Journal of Constructional Steel Research, 2022, 198: 107567, DOI: 10.1016/j.jcsr.2022.107567(SCI/EI收录，中科院二区)

[7].Ji Sun-Hang, Wang Wen-Da,Xian Wei. Impact and post-impact behaviours of steel-reinforced concrete-filled steel tubular columns after exposure to fire.Structures, 2022, 44: 680-697, DOI: 10.1016/j.istruc.2022.08.030(SCI收录，中科院二区)

[8].Ji Sun-Hang, Wang Wen-Da,Xian Wei. Lateral impact behaviour of square CFST columns under fire condition.Journal of Constructional Steel Research, 2022, 196: 107367, DOI: 10.1016/j.jcsr.2022.107367(SCI/EI收录，中科院二区)

[9].Jia Zhi-Lu, Wang Wen-Da, Shi Yan-Li,Xian Wei. Performance of steel-reinforced concrete-filled square steel tubular members under sustained axial compression loading.Engineering Structures, 2022, 264: 114464, DOI: 10.1016/j.engstruct.2022.114464(SCI/EI收录，中科院一区Top)

[10].Rui Jia,Xian Wei, Wang Wen-Da, Zhu Yan-Peng, Wang Jing-Xuan. Experimental study on seismic behaviour of the outrigger truss-core wall spatial joints with peripheral CFST columns.Structures, 2022, 41: 1014-1026, DOI: 10.1016/j.istruc.2022.05.066(SCI收录，中科院二区)

[11].贾志路，史艳莉，王文达，鲜威．钢管初应力对内配型钢的圆钢管混凝土柱受压性能影响．建筑结构学报，2022，43(6): 63-74, DOI: 10.14006/j.jzjgxb.2020.0796 (EI收录)

[12].Zheng Long, Wang Wen-Da,Xian Wei. Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam.Engineering Structures, 2022, 256: 114061, DOI: 10.1016/j.engstruct.2022.114061(SCI/EI收录，中科院一区Top)

[13].Shi Yan-Li, Ji Sun-Hang, Wang Wen-Da,Xian Wei, Fan Jia-Hao. Axial compressive behaviour of tapered CFDST stub columns with large void ratio.Journal of Constructional Steel Research, 2022, 191: 107206, DOI: 10.1016/j.jcsr.2022.107206(SCI/EI收录，中科院二区)

[14].Duan Li-Xin, Wang Wen-Da,Xian Wei, Shi Yan-Li. Shear response of circular-in-square CFDST members: Experimental investigation and finite element analysis.Journal of Constructional Steel Research, 2022, 190: 107160, DOI: 10.1016/j.jcsr.2022.107160(SCI/EI收录，中科院二区)

[15].Jia Zhi-Lu, Shi Yan-Li,Wang Wen-Da,Xian Wei. Compression-bending behaviour of steel-reinforced concrete-filled circular steel tubular columns with preload.Structures, 2022, 36: 892-911, DOI: 10.1016/j.istruc.2021.12.056(SCI收录，中科院二区)

[16].纪孙航，王文达，鲜威．CFRP加固火灾作用后圆钢管混凝土构件的侧向撞击性能研究．工程力学，2021，38(8): 178-191, DOI: 10.6052/j.issn.1000-4750.2020.08.0586 (EI收录)

[17].Jia Zhi-Lu, Shi Yan-Li,Xian Wei, Wang Wen-Da. Torsional behaviour of concrete-filled circular steel tubular members under coupled compression and torsion.Structures,2021, 34: 931-946, DOI: 10.1016/j.istruc.2021.08.026(SCI收录，中科院二区)

[18].Wang Wen-Da, Fan Jia-Hao, Shi Yan-Li,Xian Wei. Research on mechanical behaviour of tapered concrete-filled double skin steel tubular members with large hollow ratio subjected to bending.Journal of Constructional Steel Research, 2021, 182: 106689, DOI: 10.1016/j.jcsr.2021.106689(SCI/EI收录，中科院二区)

[19].史艳莉，张超峰，鲜威，王文达．圆锥形中空夹层钢管混凝土偏压构件受力性能研究．建筑结构学报，2021，42(5): 155-164+176, DOI: 10.14006/j.jzjgxb.2019.0023 (EI收录)

[20].Wang Wen-Da, Ji Sun-Hang,Xian Wei, Shi Yan-Li. Experimental and numerical investigations of steel-reinforced concrete-filled steel tubular members under compression-bending-shear loads.Journal of Constructional Steel Research, 2021, 181: 106609, DOI: 10.1016/j.jcsr.2021.106609(SCI/EI收录，中科院二区)

[21].Xian Wei, Chen Wensu, Hao Hong, Wang Wen-Da. Experimental and numerical studies on square steel-reinforced concrete-filled steel tubular (SRCFST) members subjected to lateral impact.Thin-Walled Structures, 2021, 160: 107409, DOI: 10.1016/j.tws.2020.107409(SCI/EI收录，中科院一区Top)

[22].Xian Wei, Chen Wensu, Hao Hong, Wang Wen-Da, Wang Rui. Investigation on the lateral impact responses of circular concrete-filled double-tube(CFDT) members.Composite Structures, 2021, 255: 112993, DOI: 10.1016/j.compstruct.2020.112993(SCI/EI收录，中科院一区Top)

[23].Mao Wen-Jing, Wang Wen-Da,Xian Wei. Numerical analysis on fire performance of steel-reinforced concrete-filled steel tubular columns with square cross-section.Structures, 2020, 28: 1-16, DOI: 10.1016/j.istruc.2020.08.043(SCI收录，中科院二区)

[24].Wang Wen-Da,Xian Wei, Hou Chao, Shi Yan-Li. Experimental investigation and FE modelling of the flexural performance of square and rectangular SRCFST members.Structures, 2020, 27: 2411-2425, DOI: 10.1016/j.istruc.2020.08.050(SCI收录，中科院二区)

[25].Xian Wei, Wang Wen-Da, Wang Rui, Chen Wensu, Hao Hong. Dynamic response of steel-reinforced concrete-filled circular steel tubular members under lateral impact loads.Thin-Walled Structures, 2020, 151: 106736, DOI: 10.1016/j.tws.2020.106736(SCI/EI收录，中科院一区Top)

[26].Shi Yan-Li,Xian Wei, Wang Wen-Da, Li Hua-Wei. Mechanical behaviour of circular steel-reinforced concrete-filled steel tubular members under pure bending loads.Structures, 2020, 25: 8-23, DOI: 10.1016/j.istruc.2020.02.017(SCI收录，中科院二区)

[27].Shi Yan-Li,Xian Wei, Wang Wen-Da, Li Hua-Wei. Experimental performance of circular concrete-filled steel tubular members with inner profiled steel under lateral shear load.Engineering Structures, 2019, 201: 109746, DOI: 10.1016/j.engstruct.2019.109746(SCI/EI收录，中科院一区Top)

[28].史艳莉，鲜威，王蕊，王文达．方套圆中空夹层钢管混凝土组合构件横向撞击试验研究．土木工程学报，2019，52(12): 11-21 (EI收录)

[29].史艳莉，何佳星，王文达，鲜威，王蕊．内配圆钢管的圆钢管混凝土构件耐撞性能分析．振动与冲击，2019，38(9): 123-132 (EI收录)

[30].史艳莉，周绪红，鲜威，王文达．无端板矩形钢管混凝土构件基本剪切性能研究．工程力学，2018，35(12): 25-33 (EI收录)