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陈誉
福州大学土木工程学院

陈誉,男,1978年4月出生,湖北公安人,教授,博士生导师,国家万人计划科技创新领军人才,科技部中青年科技创新领军人才,国务院政府特殊津贴专家,福建省“百人计划”创新人才,闽江学者特聘教授,福建省引进高层次人才(A类),湖北省有突出贡献中青年专家,湖北省杰出青年基金获得者,同济大学结构工程专业工学博士,同济大学桥梁工程专业博士后。

社会兼职

科技部评审专家,中国钢结构协会专家委员,结构抗火专业委员会委员,中国工程建设标准化协会预应力工程专业委员会委员,中国钢结构协会钢-混凝土组合结构分会理事,中国钢结构协会核电钢结构分会理事,《工业建筑》理事,《World Journal of Engineering》Associated Editor,《Journal of Structural Engineering》,《Engineering Structures》、《Composites Part B: Engineering》、《Construction and Building Materials》、《Thin-Walled Structures》、《Journal of Constructional Steel Research》、《Composite Structures》、《土木工程学报》、《建筑结构学报》、《工程力学》、《复合材料学报》等国内外知名期刊审稿人,国家自然科学基金、福建省自然科学基金、浙江省自然科学基金同行评议专家。共培养90余名研究生,目前指导在校博士后2名,博士研究生5名,硕士研究生22名,其中20名获得研究生国家奖学金,1名获得省级优秀学位论文。

研究方向

(1)钢结构理论及设计

(2)钢-混凝土组合结构

(3)复合材料结构

(4)钢结构桥梁理论及设计

(5)结构数值模拟技术研究

(6)结构抗震设计及抗震加固

(7)高层建筑结构设计理论

讲授课程

(1)土木工程专业本科生课程:钢结构基本原理、房屋建筑钢结构设计、混凝土结构基本原理和钢筋混凝土与砌体结构设计

(2)结构工程和桥梁工程专业硕士研究生课程:钢-混凝土组合结构、结构可靠度理论及其应用、道路工程灾害防治与防护原理

(3)结构工程和桥梁工程专业博士研究生课程:高等钢结构理论、薄壁型钢混凝土结构理论

科研课题

(1)沿海湿热耦合作用下型钢混凝土组合柱劣化机理研究:国家自然科学基金面上项目(项目编号: 52078138)。主持(执行中)

(2)拉挤型GFRP管-混凝土-型钢组合柱受力性能与设计方法研究:国家自然科学基金面上项目(项目编号: 51778066)。主持(已结题)

(3)不锈钢管混凝土桁架受力性能与设计方法研究:国家自然科学基金面上项目(项目编号:51478047)。主持(已结题)

(4)弯曲弦杆的钢管混凝土相贯节点静动力性能与设计方法研究:国家自然科学基金面上项目(项目编号:51278209)。主持(已结题)

(5)钢管混凝土桁架节点力学性能与设计方法研究:国家自然科学青年基金项目(项目编号:51008133)。主持(已结题)

(6)考虑冗余度的组合框架体系面向地震和连续性倒塌综合设计理论及其产业化:福建省引导性项目(项目编号:2021Y0003)。主持(执行中)

(7)大跨度空间方圆钢管节点极限承载力与抗震性能研究:湖北省杰出青年基金项目(项目编号: 2017CFA070)。主持(已结题)

(8)大偏心圆钢管桁架节点受力性能研究:福建省自然科学基金面上项目(项目编号: 2012J01219)。主持(已结题)

(9)方钢管搭接节点力学性能与设计方法研究:福建省自然科学基金面上项目(项目编号:2010J01299)。主持(已结题)

(10)海洋石油平台方钢管混凝土节点力学性能与设计方法研究:大连理工大学海岸和近海工程国家重点实验室基金资助项目(项目编号:LP1005)。主持(已结题)

(11)基于结构整体行为的钢管混凝土桁架节点非刚性性能:福建省青年人才项目(项目编号:2007F3065)。主持(已结题)

(12)新型近海海洋平台钢管混凝土节点受力性能及设计理论:大连理工大学海岸和近海工程国家重点实验室基金资助项目(项目编号:LP0705)。主持(已结题)

(13)装配式半刚性框架-波纹钢板剪力墙结构体系的研发及产业化:福州市科技计划项目(项目编号: 2020-GX-23)。主持(执行中)

(14)东南沿海湿热耦合作用下型钢柱劣化机理研究及其关键技术:福州市科技计划项目(项目编号: 2021-Y-083)。主持(执行中)

(15) “数字中国”战略下智慧建造创新实践体系研究生培养模式综合改革研究:福州大学研究生教育教学改革项目。主持(执行中)

(16) 钢结构基本原理:福州大学2022年本科规划教材重点项目。主持(执行中)

获奖情况

(1)2021年第六批国家万人计划科技创新领军人才

(2)2020年科技部中青年科技创新领军人才

(3)2018年国务院政府特殊津贴专家

(4)2022年度“卢嘉锡优秀导师奖”

(5)2022年度“厦航奖教金”

(6)2022年第三批全国党建工作样板支部:福州大学土木工程学院青年马克思主义者培养班党支部(副书记)

(7)2021年福建省高校先进基层党组织:福州大学土木工程学院青年马克思主义者培养班党支部(副书记)

(8)2021年泉州市高层次人才港湾计划(第一层次)

(9)2020年度福建省科技进步二等奖:极端作用下大型复杂钢管结构体系性能评估和提升技术及工程应用,排名第一

(10)2020年福建省引进高层次人才(A类)

(11)2020年福建省第七批引才“百人计划”创新人才

(12)2019年度福建省科技进步一等奖:大跨度空间新型管桁架及复杂节点设计理论与应用研究,排名第一

(13)2018年度福建省科技进步一等奖:多肢组合结构设计理论及产业化关键技术,排名第四

(14)2017年“闽江学者奖励计划”特聘教授

(15)2017年度湖北省杰出青年基金项目获得者

(16)2016年度湖北省有突出贡献中青年专家

(17)2014年度福建省高校“新世纪优秀人才支持计划”

(18)2014年度湖北省科技进步二等奖:高层建筑非常规钢-混凝土组合结构关键技术与应用,排名第七

(19)2013年福建省高校“杰出青年科研人才培育计划”

学术成果

著作

(1)陈誉,何康(专著).圆钢管节点静力性能与应力集中系数研究. 北京:科学出版社,2020

(2)陈誉,何康(专著).异型钢管节点受力性能与设计方法. 北京:科学出版社,2020

(3)陈誉(专著).典型油气管道跨越结构和节点力学性能与设计.郑州:郑州大学出版社,2012

六、SCI papers

(1) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under in-plane bending[J]. Thin-Walled Structures, 2015, 86(1):94-107. (SCI, EI) (IF=5.881)(1区)(ESI高被引论文)

(2) Chen Y, Chen XX, Wang CY. Experimental and finite element analysis research on cold-formed steel lipped channel beams under web crippling[J]. Thin-Walled Structures, 2015, 87(2):41-52. (SCI, EI) (IF=5.881)(1区)

(3) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under out-of-plane bending[J]. Journal of Constructional Steel Research, 2015, 106(3):234-245. (SCI, EI)(IF=4.349)(2区)

(4) Chen XX, Chen Y*, Chen DF. Plate reinforced square hollow section X-Joints subjected to in-plane moment[J]. Journal of Central South University, 2015, 22(3):1002-1015. (SCI, EI) (Corresponding author). (IF=2.392)(3区)

(5) Chen Y, Wu Y. Behaviour of square hollow section brace-H-shaped steel chord T-joints under axial compression[J]. Thin-Walled Structures, 2015, 89(4):192-204. (SCI, EI) (IF=5.881)(1区)

(6) Chen Y, Chen XX, Wang CY. Aluminum tubular sections subjected to web crippling[J]. Thin-Walled Structures, 2015, 90(5):49-60. (SCI, EI) (IF=5.881) (1区)

(7) Chen Y, Wang J. Axial compression physical testing of traditional and bird beak SHS T-Joints[J]. Journal of Central South University, 2015, 22(6):2328-2338. (SCI, EI) (IF=2.392)(3区)

(8) Chen Y, Wang CY. Web crippling behavior of pultruded GFRP rectangular hollow sections[J]. Composites Part B: Engineering, 2015, 77(8):112-121. (SCI, EI) (IF=11.322)(1区)

(9) Chen Y, Wang CY. Test on pultruded GFRP I-section under web crippling[J]. Composites Part B: Engineering, 2015, 77(8):27-37. (SCI, EI) (IF=11.322)(1区)

(10) Feng R, Chen Y*, Gao SW, Zhang W. Numerical investigation of concrete-filled multi-planar CHS Inverse-Triangular tubular truss[J]. Thin-Walled Structures, 2015, 94(9):23-37. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(11) Chen Y, Feng R, Gao SW. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses[J]. Thin-Walled Structures, 2015, 94(9):199-213. (SCI, EI) (IF=5.881)(1区)

(12) Chen Y, Feng R, Wang CY. Tests of steel and composite CHS X-joints with curved chord under axial compression[J]. Engineering Structures, 2015, 99(9):423-438. (SCI, EI) (IF=5.582)(2区)

(13) Chen Y, Feng R, Wang CY. Tests of bare and concrete-filled CHS T-joints with concave chord under axial compression[J]. Construction and Building Materials, 2015, 93(9):144-156. (SCI, EI) (IF=7.693)(1区)

(14) Wang CY, Chen Y*, Chen XX, Chen DF. Experimental and numerical research on out-of-plane flexural property of plates reinforced SHS X-joints[J]. Thin-Walled Structures, 2015, 94(9):466-477. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(15) Yang J, Chen Y*, Hu K. Stress concentration factors of negative large eccentricity tubular N-joints under axial compressive loading in vertical brace[J]. Thin-Walled Structures, 2015, 96(11):359-371. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(16) Feng R, Chen Y*, Wei L, Ruan XF. Behaviour of CHS brace-to-H-shaped chord X-joints under in-plane bending[J]. Journal of Constructional Steel Research, 2015, 114:8-19. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(17) Chen Y, Wu Y, Ruan XF, Feng R. Tests of SHS brace-H-shaped chord X-joints under in-plane bending[J]. Thin-Walled Structures, 2015, 97(12):171-185. (SCI, EI) (IF=5.881)(1区)

(18) Chen Y, Wang J. Numerical study and design equations of square and diamond bird-beak SHS T-joints under axial compression[J]. Thin-Walled Structures, 2015, 97(12):215-224. (SCI, EI) (IF=5.881)(1区)

(19) Chen Y, Chen XX, Wang CY. Web crippling of galvanized steel tube strengthened by CFRP sheets[J]. Composites Part B: Engineering, 2016, 84(1):200-210. (SCI, EI) (IF=11.322)(1区)

(20) Chen Y, Feng R, Wei L. Design of CHS brace-to-H-shaped chord T-joints under axial compression[J]. Thin-Walled Structures, 2016, 98(1):274-284. (SCI, EI) (IF=5.881)(1区)

(21) Chen Y, Feng R, Xiong LL. Experimental and numerical investigations on steel–concrete–PVC SHS joints under axial compression[J]. Construction and Building Materials, 2016, 102(1):654-670. (SCI, EI) (IF=7.693)(1区)

(22) Chen Y, Chen XX, Wang CY. Experimental and finite element analysis research on I-Beam under web crippling[J]. Materials and Structures, 2016, 49(1-2): 421-437. (SCI, EI) (IF=4.285)(3区)

(23) Chen Y, Chen XX, Wang CY. Tests and behavior of hot-rolled channel steel sections subjected to web crippling[J]. Journal of Constructional Steel Research, 2016, 117(2): 101-114. (SCI, EI) (IF=4.349)(2区)

(24) Feng R, Chen Y*, Wang CY. Tests of CHS T-joints with convex chord under axial compression[J]. Journal of Constructional Steel Research, 2016, 117(2): 139-151. (SCI, EI). (Corresponding author) (IF=4.349)(2区)

(25) Chen Y, Chen DF. Ultimate capacities formulae of collar and doubler plates reinforced SHS X-joints under in-plane bending[J]. Thin-Walled Structures, 2016, 99(2):21-34. (SCI, EI). (IF=5.881)(1区)

(26) Chen Y, Yang J, Hu K. Parametric study and formulae of SCFs for positive large eccentricity CHS N-joints[J]. Journal of Constructional Steel Research, 2016, 120(4):117-131. (SCI, EI). (IF=4.349) (2区)

(27) Chen Y, Hu K, Yang J. Investigation on SCFs of concrete-filled circular chord and square braces K-joints under balanced axial loading[J]. Steel and Composite Structures, 2016, 21(6):1227-1249. (SCI, EI). (IF=6.144)(2区)

(28) Chen Y, Feng R, Ruan XF. Behaviour of steel-concrete-steel SHS X-joints under axial compression[J]. Journal of Constructional Steel Research, 2016, 122(7):469-487. (SCI, EI). (IF=4.349) (2区)

(29) Chen Y, Feng R, Xiong LL. Experimental and numerical investigations on double-skin CHS tubular X-joints under axial compression[J]. Thin-Walled Structures, 2016, 106(9):268-283. (SCI, EI). (IF=5.881)(1区)

(30) Huang SQ, Chen Y*, Wang CY, Du GF. Behavior of galvanized steel tube subjected to web crippling[J]. Journal of Central South University, 2016, 23(10):2705-2719. (SCI, EI) (Corresponding author). (IF=2.392)(3区)

(31) Feng R, Chen Y*, Chen DF. Experimental and numerical investigations on collar plate and doubler plate reinforced SHS T-joints under axial compression[J]. Thin-Walled Structures, 2017, 110(1): 75-87. (SCI, EI) (Corresponding author). (IF=5.881)(1区)

(32) Chen Y, Feng R, Wang LP. Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes[J]. Engineering Structures, 2017, 134(3):159-171. (SCI, EI) (IF=5.582)(2区)

(33) Chen Y, Ran F, Shao YB, Zhang XT. Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes[J]. Journal of Constructional Steel Research, 2017, 130(3):248-263. (SCI, EI). (IF=4.349)(2区)

(34) Feng R, Chen Y*, Gong WZ. Flexural behaviour of concrete-filled aluminium alloy thin-walled SHS and RHS tubes[J]. Engineering Structures, 2017, 137(4):33-49. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(35) Chen Y, Wan J, Hu K, Yang J, Chen XX. Stress concentration factors of circular chord and square braces K-joints under axial loading[J]. Thin-Walled Structures, 2017(4), 113:287-298. (SCI, EI). (IF=5.881)(1区)

(36) Chen Y, Feng R, Xu J. Flexural behaviour of CFRP strengthened concrete-filled aluminium alloy CHS tubes[J]. Construction and Building Materials, 2017, 142(7):295-319. (SCI, EI). (IF=7.693)(1区)

(37) Zhou WB, Chen Y*, Wang K, Han SH, Galarza FP. Experimental research on circular concrete filled stainless steel tubular truss[J]. Thin-Walled Structures, 2017, 117(8):224-238. (SCI, EI) (Corresponding author). (IF=5.881)(1区)

(38) Feng R, Chen Y*, Chen T. Flexural behaviour of concrete-filled CHS X-joints with curved chord under out-of-plane bending[J]. Engineering Structures, 2017, 145(8):254-272. (SCI, EI) (Corresponding author). (IF=5.582)(2区)

(39) Wan J, Chen Y*, Wang K, Han SH. Residual strength of CHS columns after lateral impact[J]. Thin-Walled Structures, 2017, 118(9):23-36. (SCI, EI) (Corresponding author). (IF=5.881)(1区)

(40) Han SH, Chen Y*, Wentao Xie. Behaviour of square hollow steel tubular (SHST) stub columns after elevated temperature[J]. Journal of Constructional Steel Research, 2017, 136(9):177-192. (SCI, EI) (Corresponding author). (IF=4.349)(2区)

(41) Chen Y, Wan J, Wang K. Residual axial bearing capacity of square steel tubes after lateral impact[J]. Journal of Constructional Steel Research, 2017, 137(10):325-341. (SCI, EI) (IF=4.349)(2区)

(42) Chen Y, Feng R, Fu LQ. Investigation of grouted stainless steel SHS tubular X- and T-joints subjected to axial compression[J]. Engineering Structures, 2017, 150(11):318-333. (SCI, EI) (IF=5.582)(2区)

(43) Zhang WX, Chen Y*. Tests on GFRP pultruded profiles with channel section subjected to web crippling[J]. Applied Composite Materials, 2017, 24(4):849-862. (SCI, EI) (Corresponding author) (IF=2.368)(4区)

(44) Xie WT, Chen Y*, Han SH, Zhou WB, He K. Research on I steel reinforced concrete-filled GFRP tubular short columns[J]. Thin-Walled Structures, 2017, 120(11):282-296. (SCI, EI) (Corresponding author). (IF=5.881)(1区)

(45) Chen Y, Kai Wang, Feng R, Kang He, Wang LP. Flexural behaviour of concrete-filled stainless steel CHS subjected to static loading[J]. Journal of Constructional Steel Research, 2017, 139(12):30-43. (SCI, EI) (IF=4.349)(2区)

(46) Chen Y, Feng R, He K, Chen XX, Huang JF. Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes strengthened by CFRP[J]. Thin-Walled Structures, 2018, 122(1):208-229. (SCI, EI) . (IF=5.881)(1区)

(47) He K, Chen Y*, Wan J. Web crippling behavior of grouted galvanized rectangular steel tube[J]. Thin-Walled Structures, 2018, 122(1):300-313. (SCI, EI) (Corresponding author). (IF=5.881)(1区)

(48) Chen Y, Feng R. Tests of concrete-filled circular hollow section X-joints with curved chord under in-plane bending[J]. Advances in Structural Engineering, 2017, 20(12):1948-1961. (SCI, EI). (IF=2.438)(4区)

(49) Feng R, Chen Y*, Wei JG, Huang JY, Huang JF, He K. Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes[J]. Engineering Structures, 2018, 156(2):305-321. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(50) Wang K, Chen Y*, Wan J, Han SH, Liao LC. Compressive behavior of post-heated circular CFST short columns externally strengthened with CFRP sheets[J]. Journal of Adhesion Science and Technology, 2018, 32(8):833-853. (SCI, EI) (Corresponding author) (IF=2.431)(4区)

(51) Feng R, Chen Y*, He K, Wei JG, Chen BC, Zhang XT. Push-out tests of concrete-filled stainless steel SHS tubes[J]. Journal of Constructional Steel Research, 2018, 145(6):58-69. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(52) Chen Y, Xie WT, Han SH, Wang K. Investigation on mechanical behavior of I-section steel short columns after elevated temperature[J]. Fire Technology, 2018, 54(2):503-529. (SCI, EI) (IF=3.605)(4区)

(53) Chen Y, Wang K, He Kang, Wei JG, Wan J. Compressive Behavior of CFRP-confined post heated square CFST stub columns[J]. Thin-Walled Structures, 2018, 127(6):434-445. (SCI, EI). (IF=5.881)(1区)

(54) Zhang XY, Chen Y*, Wan J, Wang K, He K, Chen XX, Wei JG, Jiang GP. Tests on residual ultimate bearing capacity of square CFST columns after impact[J]. Journal of Constructional Steel Research, 2018, 147(8):27-42. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(55) Chen Y, He K, Han SH, Wei JG. Experimental investigation of square concrete filled stainless steel tubular stub columns after exposure to elevated temperatures[J]. Thin-Walled Structures, 2018, 130(9):12-32. (SCI, EI). (IF=5.881)(1区)

(56) Feng R, Zhu W, Wan HY, Chen AY, Chen Y*. Tests of perforated aluminium alloy SHSs and RHSs under axial compression[J]. Thin-Walled Structures, 2018, 130(9):194-212. (SCI, EI) (Corresponding author) (IF=5.881)(1区)

(57) Zhang JC, Huang YS, Chen Y*, Du GF, Zhou LJ. Numerical and experimental study on seismic behavior of concrete-filled T-section steel tubular columns and steel beam planar frames[J]. Journal of Central South University, 2018, 25(7):1774-1785. (SCI, EI) (Corresponding author) (IF=2.392)(3区)

(58) Chen Y, Wan J, He K. Experimental investigation on axial compressive strength of lateral impact damaged short steel columns repaired with CFRP sheets[J]. Thin-Walled Structures, 2018, 131(10):531-546. (SCI, EI) (Corresponding author) (IF=5.881)(1区)

(59) Chen Y, Feng R. Behaviour concrete-filled double-skin circular hollow section cross joints under axial compression[J]. International Journal of Steel Structures, 2018, 18(3):750-772. (SCI, EI) (Corresponding author) (IF=1.541)(4区)

(60) Chen Y, Feng R, Gong WZ. Flexural behavior of concrete-filled aluminum alloy circular hollow

section tubes[J]. Construction and Building Materials, 2018, 165(3):173-186. (SCI, EI). (IF=7.693)(1区)

(61) Feng R, Chen Y, Wei JG, He K, Fu LQ. Behaviour of grouted stainless steel tubular X-joints with CHS chord under axial compression[J]. Thin-Walled Structures, 2018, 124(3):323-342. (SCI, EI) (Corresponding author) (IF=5.881)(1区)

(62) Zhao BD, Chen Y, Liu CQ, Wu HD, Wang T, Wei XD. An axial semi-rigid connection model for cross-type transverse branch plateto-CHS joints[J]. Engineering Structures, 2019, 181(2):413-426. (SCI, EI) (IF=5.582)(2区)

(63) Chen Y, He K, Zhang WX, B.C. Chen BC, Wei JG. Experimental and numerical investigations on skewed plate-to-SHS X-joints under compression[J]. Advanced Steel Construction, 2018, 14(4):539-561. (SCI, EI) (IF=1.313)(4区)

(64) Chen Y, He K, Han SH, Yuan Y. Experimental study on three-layer tempered glass panel on quadrilateral simple bearing under local uniformly distributed load[J]. Thin-Walled Structures, 2019, 139(6):294-309. (SCI, EI) (IF=5.881)(1区)

(65) Pi T, Chen Y*, He K, Han SH, Wan J. Study on circular CFST stub columns with double inner square steel tubes[J]. Thin-Walled Structures, 2019, 140(7):195-208. (SCI, EI) (Corresponding author) (IF=5.881)(1区)

(66) He K, Chen Y*. Experimental evaluation of built-in channel steel concrete-filled GFRP tubular stub columns under axial compression[J]. Composite Structures, 2019, 219(7):51-68. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(67) Zhang XY, Chen Y*, Shen XS, Zhu Y. Behavior of circular CFST columns subjected to different lateral impact energy[J]. Applied Sciences-Basel, 2019, 9(6):1134. (SCI, EI) (Corresponding author) (IF=2.838)(3区)

(68) He K, Chen Y*, Han SH. Experimental investigation of square stainless steel tubular stub columns after elevated temperatures[J]. Journal of Constructional Steel Research, 2019, 159(8):397-414. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(69) He K, Chen Y *. Experimental investigation on stability of circular steel tubular stub columns at elevated temperatures under axial compression[J]. International Journal of Structural Stability and Dynamics, 2019, 19(6):1950063. (SCI, EI) (Corresponding author) (IF=2.957)(3区)

(70) He K, Chen Y*, Xie WT. Test on axial compression performance of nano-silica concrete-filled angle steel reinforced GFRP tubular column[J]. Nanotechnology Reviews, 2019, 8(1):523-538. (SCI, EI) (Corresponding author) (IF=7.848)(2区)

(71) Lin QJ, Chen Y*, Liu C. Mechanical properties of circular concrete filled stainless steel tube

stub columns after being exposed to freezing and thawing[J]. Nanotechnology Reviews, 2019, 8(1):600-618. (SCI, EI) (Corresponding author) (IF=7.848)(2区)

(72) Zhuang CL, Chen Y*. Effect of Nano-SiO2 on concrete properties: a review[J]. Nanotechnology Reviews, 2019, 8(1):562-572. (SCI, EI) (Corresponding author) (IF=7.848)(2区)

(73) Guo Z, Chen Y*. Experimental study on photocatalytic degradation efficiency of mixed crystal nano-TiO2 concrete[J]. Nanotechnology Reviews, 2019, 8(1):590-612. (SCI, EI) (Corresponding author) (IF=7.848)(2区)

(74) Zhu QX, Chen Y*. Static behavior of X-joints with SHS chord and CHS braces[J]. Journal of Constructional Steel Research, 2019, 162(11):1-17. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(75) Wu LS, L ZH, Zhuang CL, Hu RH, Chen Y*. Mechanical Properties of Nano SiO2 and Carbon Fiber Reinforced Concrete after Exposure to High Temperatures[J]. Materials, 2019, 12(3773):1-15. (SCI, EI) (Corresponding author) (IF=3.748)(3区)

(76) Ye MY, Pan JH, Guo Z, Liu XY, Chen Y*. Effect of ball milling process on the photocatalytic performance of CdS/TiO2 composite[J]. Nanotechnology Reviews, 2020, 9:558–567. (SCI, EI) (Corresponding author) (IF=7.848)(2区)

(77) He K, Chen Y*, Mei MJ. Study on influencing factors of photocatalytic performance of CdS/TiO2 nanocomposite concrete[J]. Nanotechnology Reviews, 2020, 9:1160–1169.(SCI, EI) (Corresponding author) (IF=7.848)(2区)

(78) He K, Chen Y*. Experimental investigation of fire-exposed steel tubular stub columns wrapped with CFRP sheets[J]. Composite Structures, 2020, 253:112807. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(79) Qiao HY, Chen Y*, Wang JP, Chen CW. Experimental study on beam-to-column connections with reduced beam section against progressive collapse[J]. Journal of Constructional Steel Research, 2020, 175:106358. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(80) Chen XX, Chen Y*. Experimental Study on Damage Identification of Nano-SiO2 Concrete Filled GFRP Tube Column Using Piezoceramic Transducers[J]. Sensors, 2020, 20:2883. (SCI, EI) (Corresponding author) (IF=3.847)(3区)

(81) Qiao HY, Luo CS, Wei JP, Chen Y*. Progressive Collapse Analysis for Steel-Braced Frames Considering Vierendeel Action[J]. Journal of Performance of Constructed Facilities, 2020, 34(4):04020069. (SCI, EI) (Corresponding author) (IF=2.372)(4区)

(82) Chen CW, Qiao HY, Wang JP, Chen Y*. Progressive collapse behavior of joints in steel moment frames involving reduced beam section[J]. Engineering Structures, 2020, 225:111297. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(83) He K, Chen Y*, Yan Y. Axial mechanical properties of concrete-filled GFRP tubular hollow composite columns[J]. Composite Structures, 2020, 243(1):1-15. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(84) Guo Z, Chen Y*, Wang Y, Jiang MY. Experimental study on square concrete-filled double skin steel tubular short columns[J]. Thin-Walled Structures, 2020, 156:107017. (SCI, EI) (Corresponding author) (IF=5.881)(1区)

(85) Guo Z, Chen Y*. Experimental study on compressive behavior of concrete-filled GFRP tubular stub columns after being subjected to acid corrosion[J]. Composite Structures, 2020, 204:110048 (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(86) Yang X, Tang C, Chen Y*, Qiao TY. Compressive behavior of steel-reinforced concrete-filled square steel tubular stub columns after exposure to elevated temperature[J]. Engineering Structures, 2020, 204:110048. (SCI, EI) (Corresponding author) (IF=4.471)(2区)

(87) He K, Zhang XY, Chen Y*. Research on vertical bearing capacity of circular concrete filled winding GFRP tubular columns after lateral impact[J]. Composite Structures, 2020, 252:112753. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(88) Guo Z, Wang J, Chen Y*. Research on mechanical behavior of three-layer toughened sandwich glass with trilateral simple support[J]. Composite Structures, 2020, 252:112738. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(89) Guo Z, Chen Y*. Investigation on flexural behavior of double-layer toughened sandwich glass with trilateral simple support[J]. Composite Structures, 2020, 252:112783. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(90) He K, Chen Y*. Experimental study on mechanical properties of sandwich tempered glass unidirectional composite laminate[J]. Composite Structures, 2020, 255:112980. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(91) He K, Chen Y*, and Wang J. Axial Mechanical Properties of Timber Columns Subjected to Freeze-Thaw Cycles[J]. Journal of Renewable Materials, 2020, 8(8):969-992. (SCI, EI) (Corresponding author)(IF=2.115)(4区)

(92) He K, Chen Y*, and Wang J. Axial mechanical properties of small-diameter round timber short columns after exposure to elevated temperatures[J]. Wood Research, 2020, 65 (6):925-936. (Corresponding author)(IF=1.254)(4区)

(93) Zhu Y, Chen Y*, Feng R. Flexural behavior of concrete-filled SHS and RHS aluminum alloy tubes strengthened with CFRP[J]. Composite Structures 2020, 238(1):1-23. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(94) Guo Z, Zhu QX, Wu WD, Chen Y*. Research on bond–slip performance between pultruded glass fiber-reinforced polymer tube and nano-CaCO3 concrete[J]. Nanotechnology Reviews, 2020, 9:1-13.(SCI, EI) (Corresponding author) (IF=7.848)(3区)

(95) Guo Z , Zhu Y , Chen Y*, Zhao Y .Test on residual ultimate strength of pultruded concrete-filled GFRP tubular short columns after lateral impact[J]. Composite Structures, 2021, 260:113520.(SCI, EI) (Corresponding author) (IF=6.603)(1区)

(96) Ye MY, Guo Z, Chen CW, Chen Y*. Shaking table test study on seismic performance of UHPC rectangular hollow bridge pier[J]. Composite Structures, 2021, 275:114435. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(97) Guo Z, Yang J, Li ZH, Chen Y*. Experimental investigation on hysteretic behavior of circular hollow steel tubular columns after lateral impacts[J]. Engineering Structures, 2021, 232:111861. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(98) Zhang XY, Lin X, Chen Y*. Study on mechanical properties of steel fiber reinforced nano-concrete (SFRNC) after elevated temperature[J]. Composite Structures, 2021, 268:113941. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(99) Guo Z, Zhuang CL, Li ZH, Chen Y*. Mechanical properties of carbon fiber reinforced concrete (CFRC) after exposure to high temperatures[J]. Composite Structures, 2021, 256:113072. (SCI, EI) (Corresponding author) (IF=6.603)

(100) Guo Z, Li ZH, Chen Y*. Experimental study on mechanical behavior of double-layer toughened sandwich glass with two-side simple support[J]. Thin-Walled Structures, 2021, 158:107154. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(101) Qiao HY, Pan JH, Chen Y∗, Pan JK. Behaviour of stub columns with initial crack defects under axial compression[J]. Thin-Walled Structures, 2021, 163:107736. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(102) Lin ST, Qiao HY, Wang JP, Shi JH, Chen Y*. Anti-collapse performance of steel frames with RWS connections under a column removal scenario[J]. Engineering Structures, 2021, 227 :111495. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(103) Guo Z, Li CK, Zhu QX, Chen Y*. Behavior of partially concrete-filled X-joints with CHS braces and SHS chord under axial compression[J]. Journal of Constructional Steel Research, 2021 184:106773(SCI, EI) (Corresponding author) (IF=4.349)(2区)

(104) Guo Z, Xue XL, Ye MY, Chen Y*, Li ZH. Experimental research on pultruded concrete-filled GFRP tubular short columns externally strengthened with CFRP[J]. Composite Structures, 2021, 255:112943. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(105) Kong WY, Huang YF, Guo Z, Zhang XY, Chen Y*. Experimental study on square hollow stainless steel tube trusses with three joint types and different brace widths under vertical loads[J]. Reviews on Advanced Materials Science, 2021, 60:519–540. (SCI, EI) (Corresponding author) (IF=5.028)(4区)

(106) Lin ST, Wang JP, Qiao HY, Chen Y*, Zhou Y. 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. (Corresponding author) (IF=3.858)(3区)

(107) Zhang XY, Xia C, Chen Y*. Research on nano-concrete-filled steel tubular columns with end plates after lateral impact[J]. Reviews on Advanced Materials Science, 2021, 60:553–566. (SCI, EI) (Corresponding author) (IF=5.028)(4区)

(108) Zhang XY, Chen Y*, Ye MY. Research on square concrete filled GFRP tube columns strengthened with CFRP sheet[J]. Composite Structures, 2021, 275:114407. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(109) Yang X, Li ZG, Chen Y*, Yang H. Performance of concrete encased steel stub columns after exposure to high temperatures[J]. Journal of Constructional Steel Research, 2021, 87:106934. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(110) Lin Q, Xue XL, Guo Z, Zhao Y, Chen Y*. Test on shear behavior of less-tightened high-strength bolted connections[J]. Structures, 2021, 34:3622–3639. (SCI, EI) (Corresponding author) (IF=4.010)(3区)

(111) Xue XL, Lin ST, Guo Z, Zhao Y, Lin Q, Chen Y*. Mechanical behavior of loose high-strength bolted connections with thin sheet steels[J]. Thin-Walled structures, 2021, 168:108281. (SCI, EI). (Corresponding author) (IF=5.881)(1区)

(112) Zhang XY, Kong WY, Zhu Y, Zhu Y. Investigation on various section GFRP profile strengthening concrete-filled GFRP tubular columns[J]. Composite Structures, 2022, 283:115055. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(113) Zhang XY, Xu ZJ, Zhu Y, Kong WY, Lin X, Zhang C, Chen Y*. Behavior of square pultruded GFRP tube filled with seawater and sea sand concrete beam[J]. Composite Structures, 2022, 284:115183. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(114) Kong WY, Lin QJ, Zhang XY, Chen Y*. Test on axial compression performance of perforated welded H-shaped steel stub column[J]. Journal of Constructional Steel Research, 2022, 191:107191. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(115) Luo CS, Wang FX, Chen HY, Qi A, Chen Y*. Study on the hysteretic behavior of recycled aggregate concrete-filled steel tube columns containing ferronickel slag[J]. Journal of Building Engineering, 2022, 46:103695. (SCI, EI). (Corresponding author) (IF=7.144)(2区)

(116) Zhang XY, Lin X, Sun LH, Lei YC, Chen JC, Lin HZ, Chen Y*. Double shear tests of high-strength steel bolted connections with reduced tightening[J]. Journal of Building Engineering, 2022, 46:103842. (SCI, EI) (Corresponding author) (IF=7.144)(2区)

(117) Qiao HY, Zhang MF, Liu ZG, Chen Y*, Qiu HS, Wang Z. Experimental investigation on square steel tubular columns with initial crack defects[J]. Structures, 2022, 35:388–405. (SCI, EI) (Corresponding author) (IF=4.010)(1区)

(118) Chen YY, Chen Y*. Residual shearing strength of fillet weld connections after exposure to elevated temperature[J]. Journal of Constructional Steel Research, 2022, 188:107049. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(119) Qiao HY, Guo ZZ, Chen Y*. 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, EI) (Corresponding author) (IF=5.582)(2区)

(120) Qiao HY, Xie XY, Chen Y*. Improvement of progressive collapse resistance for a steel frame system with beam–web opening[J]. Engineering Structures, 2022, 256:113995. (SCI, EI) (Corresponding author) (IF=5.582)(2区)

(121) Lin ST, Xue XL, Qiao HY, Chen Y*. Prediction model for catenary action of welded RWS connections using PVM link element[J]. Journal of Constructional Steel Research, 2022, 191:107207. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(122) Guo Z, Xu ZJ, Lin HZ, Zheng ZY, Su HJ, Chen JC, Chen Y*. Experimental tests of post-fire beam-column assemblies with WUF-B connections against progressive collapse[J]. Journal of Constructional Steel Research, 2022, 192:107249. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(123) Zhang XY, Cai SH, Wang ZH, Qiao HY, Lin GX, Wu XL, Chen Y*. Research on mechanical properties of ultra-high performance fiber reinforced cement-based composite after elevated temperature [J]. Composite Structures, 2022, 291:115584. (SCI, EI) (Corresponding author) (IF=6.603)(1区)

(124) Guo Z, Li ZH, Xing ZQ, Chen Y*, Zheng ZY, Lin GX. Numerical analyses of post-fire beam-column assemblies with WUF-B connections against progressive collapse [J]. Engineering Failure Analysis, 2022, 140:106502. (SCI, EI) (Corresponding author) (IF=3.634)(2区)

(125) Luo CS, Wang FX, Chen HY, Chen LB, Fu CJ, Chen Y*, Liao QL. Castellated steel beams under impact load[J]. Journal of Constructional Steel Research, 2022, 196:107394. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(126) Qiao HY, Xia J, Chen Y*, Chen CW, Zheng JH. A novel principle for improving collapse resistance of steel frame structures[J]. Journal of Constructional Steel Research, 2022, 196:107408. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

(127) Guo Z, Xing ZQ, Zhang H, Zhang HW, Chen L, Chen Y*, Chen CW, Zheng JH. Anti-collapse performance assessment of steel beam-column substructures with all-welded connections after exposure to fire[J]. Journal of Constructional Steel Research, 2022, 197:107465. (SCI, EI) (Corresponding author) (IF=4.349)(2区)

七、EI papers

(1)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)

(2)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)

(3)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 )

(4)陈誉,王召民,银永明等.玻璃幕墙用不锈钢驳接爪力学性能试验研究[J].建筑结构学报.2010,31:195-200.(EI)

(5)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)

(6)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,2011.28(8):219-226. (EI)

(7)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)

(8)陈誉,唐菊梅.平面K形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)

(9)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)

(10)陈誉,张钻湖.主管中灌混凝土平面X形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)

(11)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)

(12)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)

(13)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)

(14)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)

(15)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)

(16)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)

(17)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)

(18)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)

(19)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)

(20)陈誉,黄勇. X形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)

(21)Chen XX, Chen Y*, He K, Fernando PG. Experimental investigations on web crippling failure modes of aluminum hollow and composite tubes. Structural Durability & Health Monitoring, 2018; 12(4): 299-322. (EI) (Corresponding author)

(22)沈小盛,张晓勇,方焰,何康,陈誉*.冻融循环后圆钢管混凝土短柱轴压性能试验研究[J].建筑结构学报. 2019,40(5):105-114.(EI)(通讯作者)

(23) 郭展,陈誉*.不同冲击角度作用后的圆钢管柱滞回性能试验研究[J].土木工程学报. 2020,53(11).(EI)(通讯作者)

(24) 郭展,陈誉*,何康.基底摇摆隔震桥墩振动台试验与数值模拟研究[J].建筑结构学报. 2020,41(6):38-48.(EI)(通讯作者)

(25)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(05):8-15.(通讯作者)

(26)陈誉,何康,陈灿文.局部荷载作用下钢化夹胶玻璃板极限承载力研究[J].土木工程学报, 2021, 54(4):68-78.

(27)郭展,陈誉*,李志慧.冲击荷载作用后圆钢管柱抗震性能与恢复力模型研究[J].建筑结构学报. 2022,43(8):112-123.(EI)(通讯作者)

(28) 熊传祥,张满,郭展,陈誉*.h型支挡结构模型的实验研究[J].土木工程学报. 2022, 55(7):108-120.(EI) (通讯作者)

(29)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)(通讯作者)拟录用[1]

参考资料