(1) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under out-of-plane of Constructional Steel Research 2015; 106:234-245. (SCI, EI)(2) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under in-plane bending. Thin-Walled Structures 2015; 86:94-107. (SCI, EI)(3) Chen Y, Chen XX, Wang CY. Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling. Thin-Walled Structures 2015; 87:41-52. (SCI, EI)(4) Chen Y, Wu Y. Behaviour of square hollow section brace-H-shaped steel chord T-joints under axial compression. Thin-Walled Structures 2015; 89:192-204. (SCI, EI)(5) Chen Y, Chen XX, Wang CY. Experimental and finite element analysis research on I-Beam under web crippling. Materials and Structures 2016; 49: 421-437. (SCI, EI)(6) Chen XX, Chen Y*, Chen DF. Plate reinforced square hollow section X-Joints subjected to in-plane moment. Journal of Central South University 2015; 22(3)1002-1015. (SCI, EI) (Corresponding author).(7) Chen Y, Chen DF. Axial compression physical testing of traditional and bird beak SHS T-Joints. Journal of Central South University 2015; 22(6)2328-2338. (SCI, EI)(8) Chen Y, Chen XX, Wang CY. Aluminum tubular sections subjected to web crippling. Thin-Walled Structures 2015; 90:49-60. (SCI, EI)(9) Feng R, Chen Y*, Gao SW. Numerical investigation of concrete-filled multi-planar CHS Inverse-Triangular tubular truss. Thin-Walled Structures 2015; 94:23-37. (SCI, EI). (Corresponding author).(10) Chen Y, Feng R, Gao SW. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses. Thin-Walled Structures 2015; 94:199-213. (SCI, EI).(11) Chen Y, Feng R, Wang CY. Tests of steel and composite CHS X-joints with curved chord under axial compression. Engineering Structures 2015; 99:423-438. (SCI, EI).(12) Chen Y, Feng R, Wang CY. Tests of bare and concrete-filled CHS T-joints with concave chord under axial compression. Construction and Building Materials 2015; 93:144-156. (SCI, EI)(13) Chen Y, Wang CY. Web crippling behaviour of pultruded GFRP rectangular hollow sections. Composites Part B: Engineering 2015; 77:112-121. (SCI, EI)(14) Chen Y, Wang CY. Test on GFRP pultruded I-section under web crippling. Composites Part B: Engineering 2015; 77:27-37. (SCI, EI)(15) Wang CY, Chen Y*, Chen XX, Chen DF. Experimental and numerical research on out-of-plane flexural property of plates reinforced SHS X-joints. Thin-Walled Structures 2015; 94:466-477. (SCI, EI). (Corresponding author).(16) Chen Y, Feng R, Wei L. Behaviour of CHS brace-to-H-shaped chord X-joints under in-plane bending. Journal of Constructional Steel Research 2015; 114:8-19. (SCI, EI)(17) Yang J, Chen Y*, Hu K. Stress concentration factors of negative large eccentricity tubular N-joints under axial compressive loading in vertical brace. Thin-Walled Structures 2015; 96:359-371. (SCI, EI). (Corresponding author).(18) Chen Y, Chen XX, Wang CY. Web crippling of galvanized steel tube strengthened by CFRP sheets. Composites Part B: Engineering 2016; 84:200-210. (SCI, EI).(19) Chen Y, Wu Y, Ruan XF, Feng R. Tests of SHS brace-H-shaped chord X-joints under in-plane bending. Thin-Walled Structures 2015; 97:171-184. (SCI, EI).(20) Chen Y, Wang J. Numerical study and design equations of square and diamond bird-beak SHS T-joints under axial compression. Thin-Walled Structures 2015; 97:215-224. (SCI, EI).(21) Chen Y, Feng R, Wei L. Design of CHS brace-to-H-shaped chord T-joints under axial compression. Thin-Walled Structures 2016; 98:274-284. (SCI, EI).(22) Chen Y, Chen XX, Wang CY. Tests and behavior of hot-rolled channel steel sections subjected to web crippling. Journal of Constructional Steel Research 2016; 117: 101-114. (SCI, EI).(23) Feng R, Chen Y*, Wang CY. Tests of CHS T-joints with convex chord under axial compression. Journal of Constructional Steel Research 2016; 117: 139-151. (SCI, EI). (Corresponding author).(24) Chen Y, Feng R, Xiong LL. Experimental and numerical investigations on steel–concrete–PVC SHS joints under axial compression. Construction and Building Materials 2016; 102:654-670. (SCI, EI)(25) Chen Y, Chen DF. Ultimate capacities formulae of collar and doubler plates reinforced SHS X-joints under in-plane bending. Thin-Walled Structures 2016; 99:21-34. (SCI, EI).(26) Chen Y, Chen XX, Wang CY. Behavior of galvanized steel tube subjected to web crippling. Journal of Central South University 2015. (Accepted)(27) Chen Y, Yang J, Hu K. Parametric study and formulae of SCFs for positive large eccentricity CHS N-joints. Journal of Constructional Steel Research 2016; 120: 117-131. (SCI, EI).(28) Chen Y, Feng R, Ruan XF. Behaviour of steel-concrete-steel SHS X-joints under axial compression. Journal of Constructional Steel Research 2016. (Accepted)(29) Chen Y, Feng R, Xu J. Flexural behaviour of concrete-filled aluminium alloy thin-walled SHS and RHS tubes. Engineering Structures. 2016. (Accepted)(30)陈誉,王潮阳,郭晓颖,尹航,徐畅,郭秀泉.碳素方钢管腹板屈曲性能试验研究[J].土木工程学报. 2015,48(2):34-43.(EI)(31)陈誉,黄勇.X型圆管斜插板节点轴压性能试验研究[J].建筑结构学报. 2015,36(3):90-97.(EI)(32)陈誉,黄勇.X型矩形管斜插板节点轴压性能试验研究[J].土木工程学报.2014,47(9):76-84.(EI)(33)陈誉,魏琳.圆支管-H型钢主管T型节点抗压性能试验研究[J].土木工程学报.2013,46(12):25-33.(EI)(34)陈誉,张钻湖.腹杆内灌混凝土十字型圆钢管节点平面内抗弯性能试验研究[J].土木工程学报.2012,45(7):97-104.(EI)(35)陈誉,张钻湖.主管中灌混凝土平面X型圆钢管混凝土节点平面内抗弯性能试验研究[J].土木工程学报.2012,45(8):1-7.(EI)(36)陈誉,李凤霞,王江.热成型不锈钢圆管混凝土轴压短柱受力性能试验研究[J].建筑结构学报.2013,34(2):106-112.(EI)(37)陈誉,黄勇.焊接不锈钢方管混凝土短柱轴压性能试验研究[J].建筑结构学报. 2013,34(2):113-118.(EI)(38)陈誉,刘飞飞.反对称Pratt桁架中斜腹杆受压大偏心N形圆钢管节点静力性能试验研究[J].建筑结构学报.2012,33(3):30-38.(EI)(39)陈誉,张钻湖.平面X型圆钢管混凝土节点平面外受弯性能试验研究[J].建筑结构学报.2012,33(3): 39-47.(EI)(40)陈誉,张钻湖.主管灌混凝土平面X形圆钢管节点受压承载力试验研究[J].建筑结构学报.2012,33(1):72-80.(EI)(41)陈誉,张钻湖.支管灌混凝土平面X形圆钢管节点轴压性能试验研究[J].建筑结构学报.2012,33(1):81-88.(EI)(42)陈誉,赵宪忠.平面KT型圆钢管搭接节点有限元参数分析与承载力计算[J].建筑结构学报.2011,32(4):134-141.(EI)(43)陈誉,唐菊梅.平面K型圆主管方支管节点承载力试验研究与有限元分析[J].建筑结构学报.2011,32(10):56-64.(EI)(44)陈誉,王召民,银永明等.玻璃幕墙用不锈钢驳接爪力学性能实验研究[J].建筑结构学报.2010,31:195-200.(EI)(45)陈誉,彭兴黔.空间KK型双弦杆圆钢管搭接节点有限元参数分析与极限承载力计算公式[J].建筑结构学报.2007,28(3):37-45.(EI )(46)陈誉,赵宪忠,陈以一等.平面K型圆钢管搭接节点有限元参数分析与极限承载力计算公式[J].建筑结构学报.2006,27(4):30-36.(EI)(47)赵宪忠,陈誉,陈以一等.平面K型圆钢管搭接节点静力性能的试验研究[J].建筑结构学报.2006,27(4):23-29.(EI)(48)陈誉,唐菊梅.平面K型主圆支方钢管节点力学性能数值分析[J],工程力学,(8):219-226. (EI)(49)陈誉,刘飞飞.正对称Pratt桁架直腹杆受压大偏心N型圆钢管节点静力性能实验研究[J].工程力学.2011,28(11):170-177.(EI)