陳譽檢視原始碼討論檢視歷史
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陳譽，男，1978年4月出生，湖北公安人，教授，博士生導師，國家萬人計劃科技創新領軍人才，科技部中青年科技創新領軍人才，國務院政府特殊津貼專家，福建省「百人計劃」創新人才，閩江學者特聘教授，福建省引進高層次人才（A類），湖北省有突出貢獻中青年專家，湖北省傑出青年基金獲得者，同濟大學結構工程專業工學博士，同濟大學橋樑工程專業博士後。
社會兼職
科技部評審專家，中國鋼結構協會專家委員，結構抗火專業委員會委員，中國工程建設標準化協會預應力工程專業委員會委員，中國鋼結構協會鋼-混凝土組合結構分會理事，中國鋼結構協會核電鋼結構分會理事，《工業建築》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》、《土木工程學報》、《建築結構學報》、《工程力學》、《複合材料學報》等國內外知名期刊審稿人，國家自然科學基金、福建省自然科學基金、浙江省自然科學基金同行評議專家。共培養90餘名研究生，目前指導在校博士後2名，博士研究生5名，碩士研究生22名，其中20名獲得研究生國家獎學金，1名獲得省級優秀學位論文。
研究方向
（1）鋼結構理論及設計
（2）鋼-混凝土組合結構
（3）複合材料結構
（4）鋼結構橋樑理論及設計
（5）結構數值模擬技術研究
（6）結構抗震設計及抗震加固
（7）高層建築結構設計理論
講授課程
（1）土木工程專業本科生課程：鋼結構基本原理、房屋建築鋼結構設計、混凝土結構基本原理和鋼筋混凝土與砌體結構設計
（2）結構工程和橋樑工程專業碩士研究生課程：鋼-混凝土組合結構、結構可靠度理論及其應用、道路工程災害防治與防護原理
（3）結構工程和橋樑工程專業博士研究生課程：高等鋼結構理論、薄壁型鋼混凝土結構理論
科研課題
（1）沿海濕熱耦合作用下型鋼混凝土組合柱劣化機理研究：國家自然科學基金面上項目（項目編號: 52078138）。主持（執行中）
（2）拉擠型GFRP管-混凝土-型鋼組合柱受力性能與設計方法研究：國家自然科學基金面上項目（項目編號: 51778066）。主持（已結題）
（3）不鏽鋼管混凝土桁架受力性能與設計方法研究：國家自然科學基金面上項目（項目編號:51478047）。主持（已結題）
（4）彎曲弦杆的鋼管混凝土相貫節點靜動力性能與設計方法研究：國家自然科學基金面上項目（項目編號:51278209）。主持（已結題）
（5）鋼管混凝土桁架節點力學性能與設計方法研究：國家自然科學青年基金項目（項目編號:51008133）。主持（已結題）
（6）考慮冗餘度的組合框架體系面向地震和連續性倒塌綜合設計理論及其產業化：福建省引導性項目（項目編號:2021Y0003）。主持（執行中）
（7）大跨度空間方圓鋼管節點極限承載力與抗震性能研究：湖北省傑出青年基金項目（項目編號: 2017CFA070）。主持（已結題）
（8）大偏心圓鋼管桁架節點受力性能研究：福建省自然科學基金面上項目（項目編號: 2012J01219）。主持（已結題）
（9）方鋼管搭接節點力學性能與設計方法研究：福建省自然科學基金面上項目（項目編號:2010J01299）。主持（已結題）
（10）海洋石油平台方鋼管混凝土節點力學性能與設計方法研究：大連理工大學海岸和近海工程國家重點實驗室基金資助項目（項目編號:LP1005）。主持（已結題）
（11）基於結構整體行為的鋼管混凝土桁架節點非剛性性能：福建省青年人才項目（項目編號:2007F3065）。主持（已結題）
（12）新型近海海洋平台鋼管混凝土節點受力性能及設計理論：大連理工大學海岸和近海工程國家重點實驗室基金資助項目（項目編號:LP0705）。主持（已結題）
（13）裝配式半剛性框架-波紋鋼板剪力牆結構體系的研發及產業化：福州市科技計劃項目（項目編號: 2020-GX-23）。主持（執行中）
（14）東南沿海濕熱耦合作用下型鋼柱劣化機理研究及其關鍵技術：福州市科技計劃項目（項目編號: 2021-Y-083）。主持（執行中）
（15） 「數字中國」戰略下智慧建造創新實踐體系研究生培養模式綜合改革研究：福州大學研究生教育教學改革項目。主持（執行中）
（16） 鋼結構基本原理：福州大學2022年本科規劃教材重點項目。主持（執行中）
獲獎情況
（1）2021年第六批國家萬人計劃科技創新領軍人才
（2）2020年科技部中青年科技創新領軍人才
（3）2018年國務院政府特殊津貼專家
（4）2022年度「盧嘉錫優秀導師獎」
（5）2022年度「廈航獎教金」
（6）2022年第三批全國黨建工作樣板支部：福州大學土木工程學院青年馬克思主義者培養班黨支部（副書記）
（7）2021年福建省高校先進基層黨組織：福州大學土木工程學院青年馬克思主義者培養班黨支部（副書記）
（8）2021年泉州市高層次人才港灣計劃（第一層次）
（9）2020年度福建省科技進步二等獎：極端作用下大型複雜鋼管結構體系性能評估和提升技術及工程應用，排名第一
（10）2020年福建省引進高層次人才（A類）
（11）2020年福建省第七批引才「百人計劃」創新人才
（12）2019年度福建省科技進步一等獎：大跨度空間新型管桁架及複雜節點設計理論與應用研究，排名第一
（13）2018年度福建省科技進步一等獎：多肢組合結構設計理論及產業化關鍵技術，排名第四
（14）2017年「閩江學者獎勵計劃」特聘教授
（15）2017年度湖北省傑出青年基金項目獲得者
（16）2016年度湖北省有突出貢獻中青年專家
（17）2014年度福建省高校「新世紀優秀人才支持計劃」
（18）2014年度湖北省科技進步二等獎：高層建築非常規鋼-混凝土組合結構關鍵技術與應用，排名第七
（19）2013年福建省高校「傑出青年科研人才培育計劃」
學術成果
著作
（1）陳譽，何康（專著）.圓鋼管節點靜力性能與應力集中係數研究. 北京：科學出版社，2020
（2）陳譽，何康（專著）.異型鋼管節點受力性能與設計方法. 北京：科學出版社，2020
（3）陳譽（專著）.典型油氣管道跨越結構和節點力學性能與設計.鄭州：鄭州大學出版社，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區）(ESI高被引論文)
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
(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區）
七、EI papers
（1）陳譽，趙憲忠，陳以一等．平面K型圓鋼管搭接節點有限元參數分析與極限承載力計算公式[J]．建築結構學報．2006，27（4）：30-36．(EI)
（2）趙憲忠，陳譽，陳以一等．平面K型圓鋼管搭接節點靜力性能的試驗研究[J]．建築結構學報．2006，27（4）：23-29．(EI)
（3）陳譽，彭興黔．空間KK型雙弦杆圓鋼管搭接節點有限元參數分析與極限承載力計算公式[J]．建築結構學報．2007，28（3）：37-45．(EI )
（4）陳譽，王召民，銀永明等．玻璃幕牆用不鏽鋼駁接爪力學性能試驗研究[J]．建築結構學報．2010，31：195-200．(EI)
（5）陳譽，趙憲忠．平面KT型圓鋼管搭接節點有限元參數分析與承載力計算[J]．建築結構學報.2011，32（4）：134-141．(EI)
（6）陳譽，唐菊梅.平面K型主圓支方鋼管節點力學性能數值分析[J]，工程力學，2011.28(8):219-226. (EI)
（7）陳譽，劉飛飛．正對稱Pratt桁架直腹杆受壓大偏心N型圓鋼管節點靜力性能實驗研究[J]．工程力學.2011，28（11）：170-177．(EI)
（8）陳譽，唐菊梅．平面K形圓主管方支管節點承載力試驗研究與有限元分析[J]．建築結構學報.2011，32（10）：56-64．(EI)
（9）陳譽，張鑽湖．腹杆內灌混凝土十字型圓鋼管節點平面內抗彎性能試驗研究[J]．土木工程學報.2012，45（7）：97-104．(EI)
（10）陳譽，張鑽湖．主管中灌混凝土平面X形圓鋼管混凝土節點平面內抗彎性能試驗研究[J]．土木工程學報.2012，45（8）：1-7．(EI)
（11）陳譽，劉飛飛．反對稱Pratt桁架中斜腹杆受壓大偏心N形圓鋼管節點靜力性能試驗研究[J]．建築結構學報.2012，33（3）：30-38．(EI)
（12）陳譽，張鑽湖．平面X型圓鋼管混凝土節點平面外受彎性能試驗研究[J]．建築結構學報.2012，33（3）： 39-47．(EI)
（13）陳譽，張鑽湖．主管灌混凝土平面X形圓鋼管節點受壓承載力試驗研究[J]．建築結構學報.2012，33（1）：72-80．(EI)
（14）陳譽，張鑽湖．支管灌混凝土平面X形圓鋼管節點軸壓性能試驗研究[J]．建築結構學報.2012，33（1）：81-88．(EI)
（15）陳譽，魏琳．圓支管-H型鋼主管T型節點抗壓性能試驗研究[J]．土木工程學報.2013，46（12）：25-33．(EI)
（16）陳譽，李鳳霞，王江．熱成型不鏽鋼圓管混凝土軸壓短柱受力性能試驗研究[J]．建築結構學報.2013，34（2）：106-112．(EI)
（17）陳譽，黃勇．焊接不鏽鋼方管混凝土短柱軸壓性能試驗研究[J]．建築結構學報. 2013，34（2）：113-118．(EI)
（18）陳譽，黃勇．X型矩形管斜插板節點軸壓性能試驗研究[J]．土木工程學報.2014，47（9）：76-84．(EI)
（19）陳譽，王潮陽，郭曉穎，尹航，徐暢，郭秀泉． 碳素方鋼管腹板屈曲性能試驗研究[J]．土木工程學報. 2015，48（2）：34-43．(EI)
（20）陳譽，黃勇． X形圓管斜插板節點軸壓性能試驗研究[J]．建築結構學報. 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，張曉勇，方焰，何康，陳譽*．凍融循環後圓鋼管混凝土短柱軸壓性能試驗研究[J]．建築結構學報. 2019，40（5）：105-114．(EI)（通訊作者）
（23） 郭展，陳譽*．不同衝擊角度作用後的圓鋼管柱滯回性能試驗研究[J]．土木工程學報. 2020，53（11）．(EI)（通訊作者）
（24） 郭展，陳譽*，何康．基底搖擺隔震橋墩振動台試驗與數值模擬研究[J]．建築結構學報. 2020，41（6）：38-48．(EI)（通訊作者）
（25）喬惠雲，羅才松，馬永超，陳譽*.鋼框架結構在墜落塊體撞擊作用下的動力效應分析[J].振動與衝擊, 2021, 40(05):8-15.（通訊作者）
（26）陳譽，何康，陳燦文.局部荷載作用下鋼化夾膠玻璃板極限承載力研究[J].土木工程學報, 2021, 54(4):68-78.
（27）郭展，陳譽*，李志慧.衝擊荷載作用後圓鋼管柱抗震性能與恢復力模型研究[J]．建築結構學報. 2022，43（8）：112-123．(EI)（通訊作者）
（28） 熊傳祥，張滿，郭展，陳譽*．h型支擋結構模型的實驗研究[J]．土木工程學報. 2022, 55(7):108-120．(EI) （通訊作者）
（29）喬惠雲，許皓暉，陳譽*，魏建鵬，張瀚武．考慮二次防禦設計的鋼框架抗連建築結構續倒塌研究[J]．建築結構學報. 2022．(EI)（通訊作者）擬錄用[1]