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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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