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个人简介

2015年博士毕业于英国伯明翰大学,主要从事既有建筑倒塌分析、加固修复、数字化监测、智慧运维研究。研究内容包括装配式结构的连续倒塌破坏机理分析和承载力预测;基于拟塑性理论的冷弯薄壁结构倒塌抗力设计;基于数字化技术的既有建筑健康监测方法和运维平台开发。主持上海市科技计划项目、博士后基金、重点实验室开放基金,参与英国工程和物理科学研究学会(EPSRC)科研项目基金、“十三五”国家重点研发计划课题、国家自然科学基金等纵向项目10余项,发表SCI论文33篇(一作或通讯14篇),被引用200余次,论文平均影响因子4.15、H-index为11,4篇入选ESI高被引论文。完成国际标准及国家标准共3项,获得授权专利技术9项。与北京市住房和城乡建设科技促进中心、上海数据交易中心、上海建工、上海核工院、宝钢、振华重工和嘉兴城投等单位合作,完成装配式结构设计和结构安全监测等横向项目10多项。指导学生获ICSBS-2019国际会议最佳论文奖,第三届“共创杯”智能建造技术创新大赛一等奖,中国钢协钢结构竞赛二等奖。 科研项目 [1] 上海市科委,上海市科技计划项目“新型建筑外围护体系智能感应、数字化运维及修复技术研究(21dz1204704)”,50万,2021.9-2024.8,在研,子课题主持。 [2] 宁波大学冲击与安全工程教育部重点实验室开放项目“冷弯薄壁型钢复合剪力墙关键结构抗动态连续倒塌性能研究(CJ202106)”,3万,2020.12-2022.12,在研,主持。 [3] 博士后面上基金“考虑CFS龙骨墙体影响的MSB双梁体系抗连续性倒塌研究(17Z102060052)”,5万,2017.9-2019.8,结题,主持。 [4] 上海市科委,上海市科技计划项目“基于人工智能的物业风险管理处置及预测关键技术与系统 (20dz1201300)”,250万,2020.9-2023.8,在研,主要参与人。 [5] 国家基金委, 面上项目“新型梯度中间膜对结构玻璃开裂后承载性能提升研究(5207083298)”,60万,2021.1-2023.12,在研,主要参与人。 [6] 国家重点研发计划重点专项子课题 “装配式混凝土结构防连续倒塌设计理论(2016YFC0701400)”,100万,2017.1-2019.12,结题,主要参与人。 [7] 英国工程和物理科学研究学会科研项目基金(EPSRC)“Design of Cold-formed Steel Beam with Sigma Sections”,120万,2013.11-2015.11,结题,主要参与人。 [8] 欧盟研究基金“Research Programme of the Research Fund for Coal and Steel,(RFS2-CT-2014-00023)”,120万,2012.07-2015.06,结题,主要参与人。 [9] 国家建设部研发项目“格构轻钢-轻骨料混凝土组合结构房屋技术规程”, 40万,2011.9-2013.8,结题,主要参与人。 软件版权登记及专利 [1] 杨健,王斐亮:一种用于提升装配式混凝土结构延性的钢筋连接,实用新型专利,2019-10-30,中国, ZL201921332822.4。 [2] 杨健,王斐亮,陆虓:一种用于装配式竹结构的灌浆加强节点机构,实用新型专利,2019-11-12,中国,CN201920054586.8。 [3] 杨健,范岩旻,王斐亮:用于3维盒式装配式轻钢结构多模块结构及其连接方式,发明专利,2017-12-22,中国,CN201710666402.9。 [4] 杨健,沙斌,王斐亮,贾大东,蒋晓冬:一种变电站装配式内隔墙与楼板之间的连接装置及方法,实用新型专利,2017-04-19,中国,CN201710256423.3。 [5] 杨健,MOHAMMAD ALI SADEGHIAN,王斐亮,孟嫣然,王星尔:一种半主动调谐质量惯性阻尼器,发明专利,2020-09-01,中国,ZL202010199463.0。 [6] 杨健,MOHAMMAD ALI SADEGHIAN,王斐亮,孟嫣然,王星尔:无级变速器及半主动调谐粘滞惯性阻尼器,发明专利,2020-05-05,中国,CN201911268919.8。 [7] 杨健,王斐亮,庞博:一种拆装式多功能试验反力架,实用新型专利,2020-12, 中国,202023100025.9。 [8] 杨健,王斐亮,李佳潼,庞博:玻璃幕墙传感器串口数据采集-解析系统软件v1.0,软著,2020-11-01,中国,2021SR0525707。 [9] 杨健,王斐亮,李佳潼,庞博:玻璃幕墙结构安全物联网项目监测管理系统,软著,2020-12-02,中国,2021SR0951698。 荣誉和奖励 [1] 上海交大博士后晨光计划,4万,2020.12-2021.12,结题,主持。 [2] 上海交大国际优秀人才引进计划(博士后),2016.9-2019.8,结题,主持。 [3] 上海铁路局科技进步一等奖“高速铁路大型客站外幕墙快速维护关键设备的研发及应用”,主要参与人。 [4] The 2nd International Conference on Sustainable Buildings and Structures, 2019,最佳论文奖。 [5] 第三届“共创杯”智能建造技术创新大赛,2021,一等奖,指导教师。 [6] 全国高校学生钢结构创新竞赛,2016,二等奖,指导教师。

研究领域

装配式框架结构抗连续倒塌 (Progressive Collapse Analysis of Prefabricated Structures) 带填充墙结构抗连续倒塌 (Progressive Collapse of Structures with Infill Walls) 既有建筑数字化监测 (Digital Approaches in Structural Health Monitoring) 冷弯薄壁型钢残余应力 (Residual Stress in Cold-formed Steel Structures) 连续梁拟塑性设计方法 (Pseudo-Plastic Design of CFS Continuous Beams)

近期论文

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[1] Feiliang Wang, Jian Yang*. Experimental and numerical investigations on load-carrying capacity of dowel-type bolted bamboo joints, Engineering Structures, 2019, 209:109952. (第一作者) [2] Guangyuan Fu, Gongyi Fu, Chenjiang Yu, Siping Li, Feiliang Wang*, Jian Yang. Behaviour of rectangular concrete-filled steel tubular slender column with unequal wall thickness, Engineering Structures, 2021, 236:112100. (通讯作者) [3] Feiliang Wang, Jian Yang*, Xing-er Wang, Iftikhar Azim. Study on progressive collapse behaviour of steel-framed substructures with sheathed CFS stud infill walls, Journal of Building Engineering, 2021, 42:102720. (第一作者) [4] Feiliang Wang, Jian Yang*. Effect of concrete infill walls on the progressive collapse performance of precast concrete framed substructures, Journal of Building Engineering, 2020, 32:101461. (第一作者) [5] Feiliang Wang, Jian Yang*, Zhufeng Pan. Progressive collapse behaviour of steel framed substructures with various beam-column connections, Engineering Failure Analysis, 2020, 109:0-10439. (第一作者) [6] Feiliang Wang, Jian Yang*, Iftikhar Azim, Li Bai, Yanling Ma. Experimental and numerical evaluations of the distribution and effect of roll-forming residual stress on CFS sigma beams, Journal of Constructional Steel Research, 2020, 167:1-12. (第一作者) [7] Feiliang Wang, Yan Han, Jian Yang*. Nonlinear FE analysis on stiffness and resistance of bolted cold-formed steel built-up joints, Structures, 2021, 33:2520-2533. (第一作者) [8] Guangyuan Fu, Gongyi Fu, Siping Li, Jian Yang, Feiliang Wang*. Investigations into Structural Behavior of Concrete-Filled RHS Columns with Unequal Flange Thickness under Compressive Load, Materials, 2020, 13:5463. (通讯作者) [9] Mohammad Reza Ghaemdoust, Feiliang Wang*, Siping Li*, and Jian Yang. Numerical Investigation on the Transverse Vibration of Prestressed Large-Span Beams with Unbonded Internal Straight Tendon, Materials, 2021, 14:2273. (通讯作者) [10] Tingchen Fang, Yiming Zhao, Jian Gong, Feiliang Wang*, Jian Yang. Investigation on Maintenance Technology of Large-Scale Public Venues Based on BIM Technology, Sustainability, 2021, 13:7937. (通讯作者) [11] Feiliang Wang, Jian Yang*, Sandeep Shah. Effect of Horizontal Restraints on Progressive Collapse Resistance of Precast Concrete Beam-Column Framed Substructures, KSCE Journal of Civil Engineering, 2020, 24(3):879-889. (第一作者) [12] Feiliang Wang, Sandeep Shah, Wangxi Zhang, Xiaoping Wang, Bo Pang, Jian Yang*. Investigation of the Structural Behaviour of RC Beam-Column Sub-frame Subjected to Progressive Collapse, KSCE Journal of Civil Engineering, 2021, 01861. (第一作者) [13] Feiliang Wang, Jian Yang*, James Lim. Pseudo-plastic Collapse Performance of Multi-span Continuous Beams with CFS Sigma Sections: A Numerical Study, International Journal of Steel Structures, 2020, 20:600-611. (第一作者) [14] Feiliang Wang, Hanwen Zhang*, Jian Yang, Li Bai, Chong Ren. Numerical studies of the rotational stiffness of purlin-sheeting system, International Journal of Steel Structures, 2018, 18(3):719-733. (第一作者) [15] Li Bai, Feiliang Wang, Wadee MA, Jian Yang. Nonlinear mode interaction in equal-leg angle struts susceptible to cellular buckling[J]. Proceedings of the Royal Society A, 2017. [16] Hanwen Zhang, Feiliang Wang, Jian Yang* and Xing-er Wang. Evaluation on the behaviour of screwed CFS joints subjected to combined loading, Journal of Constructional Steel Research, 2021, 180:106582. [17] Bo Pang, Feiliang Wang, Jian Yang*, Sandy Nyunn, Iftikhar Azim. Performance of slabs in reinforced concrete structures to resist progressive collapse, Structures, 2021, 33:4843-4856. [18] Sandy Nyunn, Feiliang Wang, Jian Yang*. Numerical studies on the progressive collapse resistance of multi-story RC buildings with and without exterior masonry walls, Structures, 2020, 28:1050-1059. [19] Mohammad Ali Sadeghian, Jian Yang*, Xing-er Wang, Feiliang Wang. Novel adaptive tuned viscous inertance damper (ATVID) with adjustable inertance and damping for structural vibration control, Structures, 2020, 28:1050-1059. [20] Mohammad Ali Sadeghian, Jian Yang*, Feiliang Wang, Xing-er Wang. Structural Vibration Control Using Novel Adaptive Tuned Mass Inertance Damper (ATMID) With Adjustable Inertance, Applied Sciences, 2021. [21] Xu-Hao Huang, Xing-er Wang∗, Jian Yang, Zhufeng Pan, Feiliang Wang, Iftikhar Azim. Nonlinear analytical study of structural laminated glass under hard body impact in the pre-crack stage, Thin-Walled Structures, 2021, 167:108137. [22] Xuhao Huang, Li Bai, Jian Yang*, Feiliang Wang. Distortional-buckling analysis of channel sections with web stiffened by longitudinal ribs subjected to axial compression or bending[J]. Thin-Walled Structures, 2019, 144:106322. [23] Xu-hao Huang, Jian Yang*, Qing-feng Liu, Jue Zhu, Li Bai, Feiliang Wang, Jian-hua Wang. A simplified flange–lip model for distortional buckling of cold-formed steel channel-sections with stiffened web[J]. International Journal of Mechanical Sciences, 2018, 136:451-459. [24] Yu Hu, Jian Yang*, Charalampos Baniotopoulos, Feiliang Wang. A comparison of structural performance enhancement of horizontally and vertically stiffened tubular steel wind turbine towers, Structural Engineering & Mechanics, 2020, 73(5):487-500. [25] Iftikhar Azim, Jian Yang*, Feiliang Wang. Factors influencing the progressive collapse resistance of RC frame structures, Journal of Building Engineering, 2020, 27:100986. [26] Iftikhar Azim, Jian Yang*, Feiliang Wang. Semi-analytical model for compressive arch action capacity of RC frame structures, Structures, 2020, 27:1231-1245. [27] Iftikhar Azim, Jian Yang*, Feiliang Wang. Prediction model for compressive arch action capacity of RC frame structures under column removal scenario using gene expression programming, Structures, 2020, 25:212-228. [28] Iftikhar Azim, Jian Yang*, Muhammad Farjad Iqbal, Zafar Mahmood, Muhammad Faisal Javed, Feiliang Wang, and Qing-feng Liu. Prediction of Catenary Action Capacity of RC Beam-Column Substructures under a Missing Column Scenario Using Evolutionary Algorithm, KSCE Journal of Civil Engineering, 2021, 25:891-905. [29] Qiang Liu, Jian Yang*, Feiliang Wang. Numerical simulation of sleeve connections for cold formed steel sigma sections[J]. Engineering Structures. 2015, 100:686-695. [30] CongXiao Zhao, Jian Yang*, Feiliang Wang. Rotational stiffness of cold-formed steel roof purlin–sheeting connections[J]. Engineering Structures, 2014, 59:284-297. [31] Xing-er Wang, Yanran Meng, Jian Yang*, Xuhao Huang, Feiliang Wang, Han Xu. Optimal kernel extreme learning machine model for predicting the fracture state and impact response of laminated glass panels [J]. Thin-Walled Structures, 2021, 162:107541. [32] Xing-er Wang, Jian Yang*, Feiliang Wang. Simulating the impact damage of laminated glass considering mixed mode delamination using FEM/DEM[J]. Composite Structures, 2018, 202:1239-1252. [33] Xing-er Wang, Jian Yang*, Zhufeng Pan, Feiliang Wang, Yanran Meng, Yuhan Zhu. Exploratory investigation into the post-fracture model of laminated tempered glass using combined Voronoi-FDEM approach, International Journal of Mechanical Sciences, 2021, 190:105989. [34] 汲军广, 王斐亮*. 基于自攻螺钉组件模型的冷弯薄壁型钢梁柱节点抗连续倒塌数值分析[J], 河南大学学报(自然科学版), 2021, 51(3):350-357. [35] 潘珠峰, 杨健*, 王斐亮, 陆依晖, 张景博. 典型连接节点对钢框架抗连续倒塌性能影响研究进展[J], 建筑结构, 2020, 50(24):11-18. [36] 陆虓, 杨健*, 苏昊林, 王斐亮. 聚丙烯纤维增强再生骨料混凝土性能研究[J], 混凝土, 2020, 11:67-74. [37] 陆依晖, 杨健*, 王斐亮. CFRP加固组合梁承载力性能实验研究[J], 玻璃钢/复合材料, 2019, 2:13-17. [38] 胡行, 杨健*, 王斐亮. 装配式圆竹结构螺栓连接节点的力学性能[J], 林业工程学报, 2018, 3(5): 128-135. [39] 廖根, 王斐亮*. 大型焊接钢板节点残余应力数值模拟分析[J], 建材世界, 2018, 39(6):60-64. [40] 韩岩, 杨健*, 王斐亮. 冷弯薄壁型钢节点刚度的数值分析和预测模型[J], 上海交大学报, 2016, 50(11):1676-1681.

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