陳譽(福州大學土木工程學院教授)

陳譽(福州大學土木工程學院教授)

陳譽,男,1978年4月出生,湖北公安人,教授,博士生導師,國務院政府特殊津貼專家,閩江學者特聘教授,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。

基本介紹

  • 中文名:陳譽
  • 民族:漢
  • 出生地:湖北公安
  • 出生日期:1978.04
  • 職業:教師
  • 畢業院校:同濟大學
  • 籍貫:湖北荊州
  • 研究方向:鋼結構,組合結構,複合材料
人物經歷,研究方向,主講課程,科研項目,個人專著,代表論文,發明專利,獲獎情況,學術會議,

人物經歷

1994-1998年在長江大學(原江漢石油學院)城市建設學院土木工程系本科學習,獲工業與民用建築專業學士學位;1998-2001年在武漢理工大學(原武漢工業大學)土木工程與建築學院土木工程系攻讀碩士研究生,師從彭少民教授,獲結構工程專業碩士學位;2002-2006年在同濟大學土木工程學院建築工程系攻讀博士研究生,師從陳以一副校長和趙憲忠院長,獲結構工程專業鋼結構方向博士學位。2008年在華僑大學土木工程學院破格晉升副教授並評為碩士生導師,2010-2012年在中國石油化工股份有限公司中原油田博士後工作站工作,2014年通過湖北省人社廳綠色通道破格晉升教授,2017年晉升為博士生導師。
社會兼職:科技部評審專家,結構抗火專業委員會委員,中國鋼結構協會鋼-混凝土組合結構分會理事,《工業建築》理事,中國鋼結構協會專家委員會委員,《World Journal of Engineering》Associated Editor,《Engineering Structures》、《Composites Part B: Engineering》、《Construction and Building Materials》、《Thin-Walled Structures》、《Steel and Composite Structures》、《Journal of Constructional Steel Research》、《Journal of Adhesion Science and Technology》、《Structural Engineering and Mechanics》、《Advances in Mechanical Engineering》、《Applied Ocean Research》、《Advances in Structural Engineering》、《Journal of Central South University》、《土木工程學報》、《建築結構學報》、《工程力學》、《複合材料學報》、《建築科學與工程學報》、《鐵道科學與工程學報》、《浙江工業大學學報》和《土木工程與管理學報》審稿人,廈門市建設工程評標專家,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。

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

主講課程

(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)結構工程專業碩士研究生課程:鋼-混凝土組合結構和結構可靠度理論及其套用
(3)結構工程專業博士研究生課程:薄壁型鋼混凝土結構理論

科研項目

(1)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(執行中)
(2)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)
(3)彎曲弦桿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)
(4)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)
(5)建築結構防災減災:湖北省高等學校優秀中青年科技創新團隊計畫項目。主持(執行中)
(6)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(執行中)
(7)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)
(8)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)
(9)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)
(10)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)
(11)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)

個人專著

(1)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。
(2)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:科學出版出版社,2019。

代表論文

(1) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under in-plane bending. Thin-Walled Structures 2015; 86(1):94-107. (SCI, EI)(IF=2.881)(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. Thin-Walled Structures 2015; 87(2):41-52. (SCI, EI) (IF=2.881)(1區)
(3) Chen Y, Feng R, Wang J. Behaviour of bird-beak square hollow section X-joints under out-of-plane bending.Journal of Constructional Steel Research 2015; 106(3):234-245. (SCI, EI)(IF=2.509)(2區)
(4) 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). (IF=0.761)(3區)
(5) Chen Y, Wu Y. Behaviour of square hollow section brace-H-shaped steel chord T-joints under axial compression. Thin-Walled Structures 2015; 89(4):192-204. (SCI, EI) (IF=2.881)(1區)
(6) Chen Y, Chen XX, Wang CY. Aluminum tubular sections subjected to web crippling. Thin-Walled Structures 2015; 90(5):49-60. (SCI, EI) (IF=2.881) (1區)
(7) Chen Y, Wang J. Axial compression physical testing of traditional and bird beak SHS T-Joints. Journal of Central South University 2015; 22(6): 2328-2338. (SCI, EI) (IF=0.761)(3區)
(8) Chen Y, Wang CY. Web crippling behaviour of pultruded GFRP rectangular hollow sections. Composites Part B: Engineering 2015; 77(8):112-121. (SCI, EI) (IF=4.920)(1區)
(9) Chen Y, Wang CY. Test on pultruded GFRP I-section under web crippling. Composites Part B: Engineering 2015; 77(8):27-37. (SCI, EI) (IF=4.920)(1區)
(10) Feng R, Chen Y*, Gao SW. Numerical investigation of concrete-filled multi-planar CHS Inverse-Triangular tubular truss. Thin-Walled Structures 2015; 94(9):23-37. (SCI, EI). (Corresponding author) (IF=2.881)(1區)
(11) Chen Y, Feng R, Gao SW. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses. Thin-Walled Structures 2015; 94(9):199-213. (SCI, EI) (IF=2.881)(1區)
(12) Chen Y, Feng R, Wang CY. Tests of steel and composite CHS X-joints with curved chord under axial compression. Engineering Structures 2015; 99(9):423-438. (SCI, EI) (IF=2.755)(1區)
(13) 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(9):144-156. (SCI, EI) (IF=3.485)(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. Thin-Walled Structures 2015; 94(9):466-477. (SCI, EI). (Corresponding author) (IF=2.881)(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. Thin-Walled Structures 2015; 96(11):359-371. (SCI, EI). (Corresponding author) (IF=2.881)(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.Journal of Constructional Steel Research 2015(11); 114:8-19. (SCI, EI) (Corresponding author) (IF=2.509)(2區)
(17) 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(12):171-185. (SCI, EI) (IF=2.881)(1區)
(18) Chen Y, Wang J. Numerical study and design equations of square and diamond bird-beak SHS T-joints under axial compression. Thin-Walled Structures 2015; 97(12):215-224. (SCI, EI) (IF=2.881)(1區)
(19) Chen Y, Chen XX, Wang CY. Web crippling of galvanized steel tube strengthened by CFRP sheets. Composites Part B: Engineering2016; 84(1):200-210. (SCI, EI) (IF=4.920)(1區)
(20) Chen Y, Feng R, Wei L. Design of CHS brace-to-H-shaped chord T-joints under axial compression. Thin-Walled Structures 2016; 98(1):274-284. (SCI, EI) (IF=2.881)(1區)
(21) 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(1):654-670. (SCI, EI) (IF=3.485)(1區)
(22) Chen Y, Chen XX, Wang CY. Experimental and finite element analysis research on I-Beam under web crippling.MaterialsandStructures 2016; 49(1-2): 421-437. (SCI, EI) (IF=2.271)(1區)
(23) 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(2): 101-114. (SCI, EI) (IF=2.509)(2區)
(24) Feng R, Chen Y*, Wang CY. Tests of CHS T-joints with convex chord under axial compression. Journal of Constructional Steel Research 2016; 117(2): 139-151. (SCI, EI). (Corresponding author) (IF=2.509)(2區)
(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(2):21-34. (SCI, EI). (IF=2.881)(1區)
(26) 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(4): 117-131. (SCI, EI). (IF=2.509) (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. Steel and Composite Structures2016; 21(6): 1227-1249. (SCI, EI). (IF=3.594)(1區)
(28) Chen Y, Feng R, Ruan XF. Behaviour of steel-concrete-steel SHS X-joints under axial compression. Journal of Constructional Steel Research 2016; 122(7): 469-487. (SCI, EI). (IF=2.509) (2區)
(29) Chen Y, Feng R, Xiong LL. Experimental and numerical investigations on double-skin CHS tubular X-joints under axial compression. Thin-Walled Structures 2016; 106(9): 268-283. (SCI, EI). (IF=2.881)(1區)
(30) Huang SQ, Chen Y*, Wang CY, Du GF. Behavior of galvanized steel tube subjected to web crippling. Journal of Central South University 2016; 23(10):2705-2719. (SCI, EI) (Corresponding author). (IF=0.761)(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. Thin-Walled Structures 2017; 110(1): 75-87. (SCI, EI) (Corresponding author). (IF=2.881)(1區)
(32) Chen Y, Feng R, Wang LP. Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes. Engineering Structures 2017; 134(3):159-171. (SCI, EI) (IF=2.755)(1區)
(33) Chen Y, Ran F, Shao YB, Zhang XT. Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes. Journal of Constructional Steel Research 2017; 130(3): 248-263. (SCI, EI). (IF=2.509)(2區)
(34) Feng R, Chen Y*, Gong WZ. Flexural behaviour of concrete-filled aluminium alloy thin-walled SHS and RHS tubes. Engineering Structures 2017; 137(4):33-49. (SCI, EI) (Corresponding author) (IF=2.755)(1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. Thin-Walled Structures 2017(4); 113: 287-298. (SCI, EI). (IF=2.881)(1區)
(36) Chen Y, Feng R, Xu J. Flexural behaviour of CFRP strengthened concrete-filled aluminium alloy CHS tubes. Construction and Building Materials 2017; 142(7): 295-319. (SCI, EI). (IF=3.485)(1區)
(37) Zhou WB, Chen Y*, Wang K, Han SH, Galarza FP. Experimental research on circular concrete filled stainless steel tubular truss. Thin-Walled Structures 2017; 117(8): 224-238. (SCI, EI) (Corresponding author). (IF=2.881)(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. Engineering Structures 2017; 145(8): 254-272. (SCI, EI) (Corresponding author). (IF=2.755)(1區)
(39) Wan J, Chen Y*, Wang K, Han SH. Residual strength of CHS columns after lateral impact. Thin-Walled Structures 2017; 118(9): 23-36. (SCI, EI) (Corresponding author). (IF=2.881)(1區)
(40) Han SH, Chen Y*, Wentao Xie. Behaviour of square hollow steel tubular (SHST) stub columns after elevated temperature. Journal of Constructional Steel Research 2017; 136(9): 177-192. (SCI, EI) (Corresponding author). (IF=2.509)(2區)
(41) Chen Y, Wan J, Wang K. Residual axial bearing capacity of square steel tubes after lateral impact. Journal of Constructional Steel Research 2017; 137(10): 325-341. (SCI, EI) (IF=2.509)(2區)
(42) Chen Y, Feng R, Fu LQ. Investigation of grouted stainless steel SHS tubular X- and T-joints subjected to axial compression. Engineering Structures 2017; 150(11):318-333. (SCI, EI) (IF=2.755)(1區)
(43) Zhang WX, Chen Y*. Tests on GFRP pultruded profiles with channel section subjected to web crippling.Applied Composite Materials 2017; 24(4):849-862. (SCI, EI) (Corresponding author) (IF=1.333)(4區)
(44) Xie WT, Chen Y*, Han SH, Zhou WB, He K. Research on I steel reinforced concrete-filled GFRP tubular short columns. Thin-Walled Structures 2017; 120(11): 282-296. (SCI, EI) (Corresponding author). (IF=2.881)(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. Journal of Constructional Steel Research 2017; 139(12): 30-43. (SCI, EI) (IF=2.509)(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. Thin-Walled Structures 2018; 122(1): 208-229. (SCI, EI) . (IF=2.881)(1區)
(47) He K, Chen Y*, Wan J. Web crippling behavior of grouted galvanized rectangular steel tube. Thin-Walled Structures 2018; 122(1): 300-313. (SCI, EI) (Corresponding author). (IF=2.881)(1區)
(48) Chen Y, Feng R. Tests of concrete-filled circular hollow section X-joints with curved chord under in-plane bending. AdvancesinStructuralEngineering 2017; 20(12): 1948-1961. (SCI, EI). (IF=0. 689)(3區)
(49) Ran Feng, Yu Chen*, Jiangang Wei, Jinyan Huang, Junfei Huang, Kang He. Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes. Engineering Structures. 2018; 156(2):305-321. (SCI, EI) (IF=2.755)(1區)
(50) Wang K, Chen Y*, Wan J. Compressive behavior of post-heated circular CFST short columns externally strengthened with CFRP sheets. Journal of Adhesion Science and Technology2018; 32(8):833-853. (SCI, EI) (IF=1.039)(3區)
(51) Feng R, Chen Y*, He K, Wei JG, Chen BC, Zhang XT. Push-out tests of concrete-filled stainless steel SHS tubes. Journal of Constructional Steel Research 2018; 145(6): 58-69. (SCI, EI) (IF=2.509)(2區)
(52) Chen Y, Xie WT, Han SH, Wang K. Investigation on mechanical behavior of I-section steel short columns after elevated temperature. Fire Technology 2018; 54(2): 503-529. (SCI, EI) (IF=1.483)(3區)
(53) Chen Y, Wang K, He Kang, Wei JG, Wan J. Compressive Behavior of CFRP-confined post heated square CFST stub columns. Thin-Walled Structures 2018; 127(6): 434-445. (SCI, EI). (IF=2.881)(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. Journal of Constructional Steel Research 2018; 147(8): 27-42. (SCI, EI) (Corresponding author) (IF=2.509)(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. Thin-Walled Structures 2018; 130(9): 12-32. (SCI, EI). (IF=2.881)(1區)
(56) Feng R, Zhu W, Wan HY, Chen AY, Chen Y*. Tests of perforated aluminium alloy SHSs and RHSs under axial compression. Thin-Walled Structures 2018; 130(9): 194-212. (SCI, EI) (Corresponding author) (IF=2.881)(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. Journal of Central South University 2018; 25(7): 1774-1785. (SCI, EI) (Corresponding author) (IF=0.761)(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. Thin-Walled Structures 2018; 131(10): 531-546. (SCI, EI) (Corresponding author) (IF=2.881)(1區)
(59) Chen Y, Feng R. Behaviour concrete-filled double-skin circular hollow section cross joints under axial compression. International Journal of Steel Structures 2018; 18(3): 750-772. (SCI, EI) (Corresponding author) (IF=0.734)(4區)
(60) Chen Y, Feng R, Gong WZ. Flexural behavior of concrete-filled aluminum alloy circular hollow
section tubes. Construction and Building Materials 2018; 165(3): 173-186. (SCI, EI). (IF=3.485)(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. Thin-Walled Structures 2018; 124(3): 323-342. (SCI, EI) (Corresponding author) (IF=2.881)(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. Engineering Structures 2019; 181(2):413-426. (SCI, EI) (IF=2.755)(1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.Advanced Steel Construction 2018; 14(4):539-561. (SCI, EI) (IF=0.737)(4區)
(64) Chen Y*, Feng R. Flexural behavior of CFRP reinforced concrete-filled aluminum alloy tubes. International Journal of Adhesion and Adhesives 2018. (Accepted)(1區)
(65) Chen Y, Han SH. Experimental study on three-layer tempered glass panel on quadrilateral simple bearing under local uniformly distributed load. Thin-Walled Structures 2018. (Accepted)(1區)
(66) Chen Y, He K. Compressive behavior of circular concrete filled stainless steel tubular stub columns after exposure to elevated temperatures. Thin-Walled Structures 2018. (Accepted)(1區)
(67) Pi T, Chen Y. Study on circular CFST stub columns with double inner square steel tubes. Thin-Walled Structures 2018. (Accepted)(1區)
(68) He K, Chen Y, Han SH. Experimental investigation of circular steel tubular stub columns after elevated temperatures. International Journal of Applied Mechanics 2019. (Accepted) (3區)
(69) Chen Y, He K, Xie WT. Axial compressive behavior of channel steel reinforced concrete-filled GFRP tubular short columns. International Journal of Structural Stability and Dynamics 2019. (Accepted) (4區)
(70) Chen Y, Zhou WB. Experimental investigation on square hollow stainless steel tubular trusses. Journal of Constructional Steel Research 2018. (Under review)
(71) Chen Y, He K. Experimental investigation of square stainless steel tubular stub columns after elevated temperatures. Journal of Constructional Steel Research 2018. (Under review)
(72) Chen Y, Liu C. Mechanical properties of circular concrete filled stainless steel tube (C-CFSST) stub columns after being exposed to freezing and thawing. Cold Regions Science and Technology 2018. (Under review)
(73) 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)
(74)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):80-91.(EI)(通訊作者)
(75)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)
(76)陳譽,黃勇.X型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)
(77)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)
(78)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)
(79)陳譽,張鑽湖.腹桿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)
(80)陳譽,張鑽湖.主管中灌混凝土平面X型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)
(81)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)
(82)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)
(83)陳譽,劉飛飛.反對稱Pratt桁架中斜腹桿受壓大偏心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)
(84)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)
(85)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)
(86)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)
(87)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)
(88)陳譽,唐菊梅.平面K型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)
(89)陳譽,王召民,銀永明等.玻璃幕牆用不鏽鋼駁接爪力學性能實驗研究[J].建築結構學報.2010,31:195-200.(EI)
(90)陳譽,彭興黔.空間KK型雙弦桿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 )
(91)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)
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發明專利

(1) 一種混凝土預製箱梁快速起吊吊具(201710520176.3)陳譽 何康
(2) 一種正交異性板U肋內部除銹防腐裝置(201710808632.4)陳譽 王力丹 張文學 李雲開 賈建興 張紅
(3) 混凝土模板側壓力的折減係數測量裝置及測量方法(201710751957.3 )陳譽 李雲開 張文學 王力丹 賈建興 張紅
(4) T形鋼管及T形鋼管再生混凝土組合柱 (201810440846.5)陳譽 胡鵬兵 何康
(5) 方鋼管結構與型鋼混凝土梁的節點榫卯結構及方法(201810540637.8)陳譽 林慶捷 胡鵬兵 張曉勇 何康
(6) 樹狀柱的偏心支撐結構(201810541702.9)陳譽 顧宏偉 胡鵬兵 何康 張曉勇
(7) 一種複合混凝土組合柱(201811468447.6)陳譽 黃麟 胡鵬兵 朱瑤 祝慶霞
(8) 一種仿古建築用組合柱及其製備方法(201811502290.4)陳譽 袁彬 何康
(9) 一種內設加勁肋的GFRP管混凝土組合柱(201811449591.5)陳譽 張曉勇 沈小盛 胡鵬兵 皮濤 何康 胡白玉
(10) 一種再生混凝土組合柱及其製備方法(201810459393.0)袁彬 陳譽 何康
(11)基於變形吸能原理的多災種聯合防護功能鋼管混凝土結構(201811014919.0)郝勇 陳譽 杜國鋒 曾磊 謝向東 張繼承 吳林松 陽霞 路世偉 黃德文 何康

獲獎情況

(1)2018年國務院政府特殊津貼專家
(2)2017年“閩江學者獎勵計畫”特聘教授
(3)2017年度湖北省傑出青年基金項目獲得者
(4)2016年度湖北省有突出貢獻中青年專家
(5)2014年度福建省高校“新世紀優秀人才支持計畫” (2014FJ-NCET-ZR03)
(6)2013年福建省高校“傑出青年科研人才培育計畫” (JA13005)
(7)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套用)

學術會議

(1)2006年8月出席由加拿大University of Toronto(多倫多大學)主辦的在convention center in quebec city(位於魁北克城的會議中心)舉行的“11 INTERNATIONAL SYMPOSIUM and IIW INTERNATIONAL CONFERENCE on TUBULAR STRUCTURES”國際學術研討會。發表交流了“Experimental study on overlapped CHS K-joints with hidden seam unwelded”的論文。
(2)2007年7月出席由英國Oxford University(牛津大學)主辦的在St Catherine's College (聖.凱瑟琳學院)舉行的“6 INTERNATIONAL CONFERENCE on STEEL and ALUMINIUM STRUCTURES”國際學術研討會。發表交流了“Experimental and FEA research on hysteretic property of overlapped CHS K-joints”的論文。
(3)2015年7月在第23屆國際組合結構工程會議(ICCE-23)上受邀擔任鋼-混凝土組合結構分會主席並做分會報告。
(4)2017年6月在第一屆土木工程贛江論壇做“鋼管短柱衝擊後力學性能的試驗研究”特邀報告。
(5)2017年11月在鋼-混凝土組合結構分會第十六次學術會議做“不鏽鋼管混凝土桁架受力性能試驗研究”分會報告。
(6)2018年4月在第二屆土木工程贛江論壇做“CFRP布加固高溫後鋼管混凝土短柱軸壓力學性能試驗研究”特邀報告。
(7)2018年7月在第十八屆全國現代結構工程學術研討會做特邀報告並獲得優秀中青年論文獎。
(8)2018年8月在第九屆海峽兩岸高校師生土木工程監測與控制研討會做學術報告。
(9)2018年8月在第六屆“土木工程結構試驗與檢測技術暨結構實驗教學”研討會做大會報告
(10)2018年8月在第十六屆鋼結構穩定疲勞學術交流會做大會報告,研究生張曉勇獲得優秀論文獎。

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