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陈誉

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陈誉,男,1978年4月出生,湖北公安人,教授,博士生导师,国务院政府特殊津贴专家,闽江学者特聘教授,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,结构抗火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,《工业建筑》理事,中国钢结构协会专家委员,《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》、《土木工程学报》、《建筑结构学报》、《工程力学》、《复合材料学报》、《建筑科学与工程学报》、《铁道科学与工程学报》、《浙江工业大学学报》和《土木工程与管理学报》审稿人,厦门市建设工程评标专家,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。已培养20多名研究生,目前指导30名硕士研究生和2名博士研究生,其中9名获得研究生国家奖学金,1名获得省级优秀硕士论文

研究生招生:每年均招收结构工程、桥梁与隧道工程和建筑与土木工程方向硕士;结构工程和桥梁与隧道工程方向博士;土木工程方向博士后。

联系方式:18030219629,kinkingingin@163.com

通信地址:福建省福州市闽侯县上街镇福州大学土木工程学院,350116

一、主要研究方向

(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

二、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)结构工程专业硕士研究生课程:钢-混凝土组合结构和结构可靠度理论及其应用

(3)结构工程专业博士研究生课程:薄壁型钢混凝土结构理论

三、目前主持的科研课题

(1)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(执行中)

2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)

3)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)

4)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)

5建筑结构防灾减灾湖北省高等学校优秀中青年科技创新团队计划项目。主持(执行中)

6)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(执行中)

7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)

8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)

9海洋石油平台方钢管混凝土节点力学性能设计方法研究: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)

10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)

11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)

四、获奖

(1)2018年国务院政府特殊津贴专家

(2)2017年“闽江学者奖励计划”特聘教授

(3)2017年度湖北省杰出青年基金项目获得者

(4)2016年度湖北省有突出贡献中青年专家

(5)2014年度福建省高校“新世纪优秀人才支持计划”

(6)2013年福建省高校杰出青年科研人才培育计划

(7)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)

五、著作

(1)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。

(2)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,2019。

六、SCI papers

(1) Chen Y, Feng R, Wang J.Behaviour of bird-beak square hollow section X-joints under in-plane bending. Thin-Walled Structures2015; 86(1):94-107. (SCI, EI)(IF=2.881)(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. Thin-Walled Structures 2015; 87(2):41-52. (SCI, EI) (IF=2.881)(1区)

(3) Chen Y, Feng R, Wang J.Behaviour of bird-beak square hollow section X-joints under out-of-planebending. Journal of Constructional Steel Research2015; 106(3):234-245.(SCI, EI)(IF=2.509)(2区)

(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区)

(5) Chen Y, WuY. Behaviour of square hollow sectionbrace-H-shaped steel chord T-joints under axial compression. Thin-Walled Structures2015; 89(4):192-204. (SCI, EI) (IF=2.881)(1区)

(6) Chen Y, Chen XX, Wang CY. Aluminum tubular sections subjected to web crippling. Thin-Walled Structures2015; 90(5):49-60.(SCI, EI) (IF=2.881) (1区)

(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区)

(8) Chen Y, WangCY.Web crippling behaviour of pultruded GFRP rectangular hollow sections.Composites Part B: Engineering2015; 77(8):112-121.(SCI, EI) (IF=4.920)(1区)

(9) Chen Y, WangCY. Test on pultruded GFRP I-section under web crippling. Composites Part B: Engineering2015; 77(8):27-37.(SCI, EI) (IF=4.920)(1区)

(10) Feng R, Chen Y*, Gao SW. Numerical investigation of concrete-filled multi-planar CHS Inverse-Triangular tubular truss. Thin-Walled Structures2015; 94(9):23-37. (SCI, EI). (Corresponding author) (IF=2.881)(1区)

(11) Chen Y, Feng R, Gao SW. Experimental study of concrete-filled multiplanar circular hollow section tubular trusses. Thin-Walled Structures2015; 94(9):199-213. (SCI, EI) (IF=2.881)(1区)

(12) Chen Y, Feng R, Wang CY. Tests of steel and composite CHS X-joints with curved chord under axial compression. Engineering Structures2015; 99(9):423-438. (SCI, EI) (IF=2.755)(1区)

(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. Thin-Walled Structures 2015; 94(9):466-477. (SCI, EI). (Corresponding author) (IF=2.881)(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. Thin-Walled Structures 2015; 96(11):359-371. (SCI, EI). (Corresponding author) (IF=2.881)(1区)

(16) Feng R,Chen Y*, WeiL, Ruan XF. Behaviour of CHS brace-to-H-shaped chord X-joints under in-plane bending. Journal of Constructional Steel Research2015(11); 114:8-19. (SCI, EI) (Corresponding author) (IF=2.509)(2区)

(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区)

(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区)

(19) Chen Y, ChenXX, WangCY. Web crippling of galvanized steel tube strengthened by CFRP sheets. Composites Part B: Engineering2016; 84(1):200-210. (SCI, EI) (IF=4.920)(1区)

(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区)

(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区)

(22) Chen Y, Chen XX, Wang CY. Experimentaland finite element analysis research onI-Beam under web crippling.Materials and Structures 2016; 49(1-2): 421-437. (SCI, EI) (IF=2.271)(1区)

(23) Chen Y, Chen XX, Wang CY. Tests and behavior of hot-rolled channel steel sections subjected to web crippling.Journal of Constructional Steel Research2016; 117(2): 101-114. (SCI, EI) (IF=2.509)(2区)

(24) Feng R, Chen Y*, WangCY. Tests of CHS T-joints with convex chord under axial compression.Journal of Constructional Steel Research2016; 117(2): 139-151. (SCI, EI). (Corresponding author) (IF=2.509)(2区)

(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区)

(26) Chen Y, Yang J, Hu K. Parametric study and formulae of SCFs for positive large eccentricity CHS N-joints.Journal of Constructional Steel Research2016; 120(4): 117-131. (SCI, EI). (IF=2.509) (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. Steel and Composite Structures 2016; 21(6): 1227-1249. (SCI, EI). (IF=3.594)(1区)

(28) Chen Y, Feng R, Ruan XF. Behaviour of steel-concrete-steel SHS X-joints under axial compression.Journal of Constructional Steel Research2016; 122(7): 469-487. (SCI, EI). (IF=2.509) (2区)

(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区)

(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. Thin-Walled Structures 2017; 110(1): 75-87. (SCI, EI) (Corresponding author). (IF=2.881)(1区)

(32) Chen Y, Feng R, WangLP. Flexural behaviour of concrete-filled stainless steel SHS and RHS tubes.Engineering Structures2017; 134(3):159-171. (SCI, EI) (IF=2.755)(1区)

(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 Research2017; 130(3): 248-263. (SCI, EI). (IF=2.509)(2区)

(34) Feng R, Chen Y*, Gong WZ. Flexural behaviour of concrete-filled aluminium alloy thin-walled SHS and RHS tubes.Engineering Structures2017; 137(4):33-49. (SCI, EI) (Corresponding author) (IF=2.755)(1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. Thin-Walled Structures 2017(4); 113: 287-298. (SCI, EI). (IF=2.881)(1区)

(36) Chen Y, Feng R, Xu J. Flexural behaviour of CFRP strengthened concrete-filled aluminium alloy CHS tubes. Construction and Building Materials2017; 142(7): 295-319. (SCI, EI). (IF=3.485)(1区)

(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区)

(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区)

(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区)

(40) Han SH, Chen Y*, Wentao Xie. Behaviour of square hollow steel tubular (SHST) stub columns afterelevated temperature. Journal of Constructional Steel Research2017; 136(9): 177-192. (SCI, EI) (Corresponding author). (IF=2.509)(2区)

(41) Chen Y, Wan J, Wang K.Residual axial bearing capacity of square steel tubes after lateralimpact. Journal of Constructional Steel Research2017; 137(10): 325-341. (SCI, EI) (IF=2.509)(2区)

(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区)

(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区)

(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区)

(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 Research2017; 139(12): 30-43. (SCI, EI) (IF=2.509)(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. Thin-Walled Structures 2018; 122(1): 208-229. (SCI, EI) . (IF=2.881)(1区)

(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区)

(48) Chen Y, Feng R. Tests of concrete-filled circular hollow section X-joints with curved chord under in-plane bending.Advances in Structural Engineering 2017; 20(12):1948-1961. (SCI, EI). (IF=0. 689)(3区)

(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区)

(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区)

(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区)

(52) Chen Y, Xie WT, Han SH, Wang K. Investigation on mechanical behavior of I-section steel short columns after elevated temperature.FireTechnology2018; 54(2): 503-529. (SCI, EI) (IF=1.483)(3区)

(53) Chen Y, Wang K, He Kang, Wei JG, Wan J.CompressiveBehavior of CFRP-confined post heated square CFST stub columns. Thin-Walled Structures 2018; 127(6): 434-445. (SCI, EI). (IF=2.881)(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. Journal of Constructional Steel Research 2018; 147(8): 27-42. (SCI, EI) (Corresponding author) (IF=2.509)(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. Thin-Walled Structures 2018; 130(9): 12-32. (SCI, EI). (IF=2.881)(1区)

(56) Feng R, Zhu W, Wan HY, Chen AY, Chen Y*. Tests of perforated aluminium alloy SHSs and RHSs under axial compression. Thin-Walled Structures 2018; 130(9): 194-212. (SCI, EI) (Corresponding author) (IF=2.881)(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.Journal of Central South University 2018; 25(7): 1774-1785. (SCI, EI) (Corresponding author) (IF=0.761)(3区)

(58) Chen Y, Wan J, He K. Experimental investigation on axial compressive strength of lateral impactdamaged short steel columns repaired with CFRP sheets. Thin-Walled Structures 2018; 131(10): 531-546. (SCI, EI) (Corresponding author) (IF=2.881)(1区)

(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区)

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

section tubes. Construction and Building Materials2018; 165(3): 173-186. (SCI, EI). (IF=3.485)(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. Thin-Walled Structures 2018; 124(3): 323-342. (SCI, EI) (Corresponding author) (IF=2.881)(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.Engineering Structures 2019; 181(2):413-426. (SCI, EI)(IF=2.755)(1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. Advanced Steel Construction 2018; 14(4):539-561. (SCI, EI)(IF=0.737)(4区)

(64) Chen Y, He K, Han SH, Yuan Y. Experimental study on three-layer tempered glass panel on quadrilateralsimple bearing under local uniformly distributed load. Thin-Walled Structures 2019; 139(6): 294-309. (SCI, EI) (IF=2.881)(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. Thin-Walled Structures 2019; 140(7): 195-208. (SCI, EI) (Corresponding author) (IF=2.881)(1区)

(66) He K, Chen Y*. Experimental evaluation of built-in channel steel concrete-filled GFRPtubular stub columns under axial compression. Composite Structures 2019; 219(7): 51-68. (SCI, EI) (Corresponding author) (IF=4. 101)(1区)

(67) Zhang XY, Chen Y*, Shen XS, Zhu Y. Behavior of circular CFST columns subjected to different lateral impact energy. Applied Sciences-Basel2019; 9(6): 1134. (SCI, EI) (Corresponding author) (IF=1. 689)(2区)

(68) He K, Chen Y*, Han SH. Experimental investigation of square stainless steel tubular stub columns after elevated temperatures. Journal of Constructional Steel Research 2019; 159(8): 397-414. (SCI, EI) (Corresponding author) (IF=2.509)(2区)

(69) He K, Chen Y *. Experimental investigation on stability of circular steel tubular stub columns at elevated temperatures under axial compression. InternationalJournalofStructuralStabilityandDynamics2019; 19(6): 1950063-1-21. (SCI, EI) (Corresponding author) (IF=2.082)(1区)

(70) Chen Y*, Feng R. Flexural behavior of CFRP reinforced concrete-filled aluminum alloy tubes. International Journal of Adhesion and Adhesives2018. (Accepted)(1区)

(71) 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区)

(72) He K, Chen Y, Han SH.Experimental investigation of circular steel tubular stub columns after elevated temperatures. InternationalJournalofAppliedMechanics2019. (Accepted) (3区)

(73) Chen Y, Zhou WB. Experimental investigation on square hollow stainless steel tubular trusses. Journal of Constructional Steel Research 2018. (Under review)

七、EI papers

(1) 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)

2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.2019405):105-114(EI)(通讯作者)

3陈誉,王潮阳,郭晓颖,尹航,徐畅,郭秀泉碳素方钢腹板屈曲性能试验研究[J]土木工程学报. 2015482):34-43(EI)

4)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.2015363):90-97(EI)

5)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.2014479):76-84(EI)

6)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.20134612):25-33(EI)

7)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.2012457):97-104(EI)

8)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.2012458):1-7(EI)

9)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.2013342):106-112(EI)

10)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.2013342):113-118(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.2012333):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.2012333): 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.2012331):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.2012331):81-88(EI)

15)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.2011324):134-141(EI)

16)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.20113210):56-64(EI)

17)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201031195-200(EI)

18)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2007283):37-45(EI )

19)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2006274):30-36(EI)

20)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2006274):23-29(EI)

21)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)

22)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.20112811):170-177(EI)

23)陈誉,彭兴黔,赵青春等.平面K型主圆支方钢管混凝土节点静力性能试验研究[J].哈尔滨工业大学学报增刊.2007392):451-455(EI)

八、 发明专利

(1) 一种混凝土预制箱梁快速起吊吊具(201710520176.3)

陈誉 何康

(2) 一种正交异性板U肋内部除锈防腐装置(201710808632.4)

陈誉 王力丹 张文学 李云开 贾建兴 张红

(3) 混凝土模板侧压力的折减系数测量装置及测量方法(201710751957.3)

陈誉 李云开 张文学 王力丹 贾建兴 张红

(4) T形钢管及T形钢管再生混凝土组合柱(201810440846.5)

陈誉 胡鹏兵 何康

(5) 方钢管结构与型钢混凝土梁的节点榫卯结构及方法(201810540637.8)

陈誉 林庆捷 胡鹏兵 张晓勇 何康

(6) 树状柱的偏心支撑结构(201810541702.9)

陈誉 顾宏伟 胡鹏兵 何康 张晓勇

(7) 一种复合混凝土组合柱(201811468447.6)

陈誉 黄麟 胡鹏兵 朱瑶 祝庆霞

(8) 一种仿古建筑用组合柱及其制备方法(201811502290.4)

陈誉 袁彬 何康

(9) 一种内设加劲肋的GFRP管混凝土组合柱(201811449591.5)

陈誉 张晓勇 沈小盛 胡鹏兵 皮涛 何康 胡白玉

(10) 一种再生混凝土组合柱及其制备方法(201810459393.0)

袁彬 陈誉 何康

(11) 基于变形吸能原理的多灾种联合防护功能钢管混凝土结构(201811014919.0)

郝勇 陈誉 杜国锋 曾磊 谢向东 张继承 吴林松 阳霞 路世伟 黄德文 何康

(12) 一种耐高温混凝土材料及其制备方法201811425094.1

陈誉 庄成龙

(13) 碳纤维海砂高性能混凝土材料及其制备方法201910042974.9

陈誉 皮涛

(14)一特种铝合金材料的异性截面钢梁支架与电缆夹具的连接201910042974.9

陈誉 王磊林神通

(15)一种带耗能装置的新型摇摆自复位桥墩及其应用201910383625.3

陈誉 郭展

(16) 一种开洞式电缆支架201910434775.2

陈誉 潘文平 王磊

(17) 一种检测水平冲击荷载的装置201910435526.5

陈誉 叶梦雅

(18) 一种预制装配式SRC柱-钢梁十字形组合节点201910435529.9

陈誉 张满

(19) 一种高强度铝合金插接式连接件(公开)

陈誉 冯刚

(20) 一种F型高强度铝合金异形截面电缆支架(公开)

陈誉 杨航

(21) 一种组合型装配式钢管混凝土梁柱连接节点 (公开)

陈誉 孙琳皓

(22) 一种新型的装配式梁柱节点结构(公开)

陈誉 潘吉珂

(23) 碳钢海砂钢管混凝土(公开)

陈誉 沈小盛

(24) 电缆支架短梁安装(公开)

陈誉 王磊 夏禄璟

(25) 一种作用在柱上的水平点铰式加载装置(公开)

陈誉 王金鹏

(26) 铝合金变截面构件新型裁剪工艺(公开)

陈誉 周阳

(27) 一种新型抗震设防加强钢筋与混凝土粘结的施工方式(公开)

陈誉 王璐

(28) 一种确定柱子边线的建筑工程测量工具(公开)

陈誉 毛依阳

(29) 一种FRP筋——UHPC组合T型梁(公开)

陈誉 杨航

(30) 一种作用在柱上的水平刚接加载装置(公开)

陈誉 杨航

(31) 一种新型剪力墙(公开)

陈誉 祝庆霞

(32) 一种可见光响应的纳米改性光催化新型混凝土制备方法(公开)

陈誉 唐超

(33) 一种高能球磨法制备TiO2/CdS复合材料的方法(公开)

陈誉 刘孝禹

(34) 废弃塑料纤维再生(废渣、废混凝土块)混凝土(公开)

陈誉 陈洋艺

(35) 一种新型薄壁管灌注UHPC混凝土加固组合柱方式(公开)

陈誉 陈庆丰

(36) 一种抗震波形钢板剪力墙(公开)

陈誉 黄麟

(37) 一种防火波形钢板剪力墙(公开)

陈誉 蔡高洁

(38) 一种新型V型桥墩结构和设计(公开)

陈誉 杨浩

(39) 抗火抗冲击混杂纤维-纳米(CaCO3)混凝土(公开)

陈誉 时建伟

(40) 一种新型偏心支撑树状柱(公开)

陈誉 刘翔龙

九、参编标准

[1] 中华人民共和国国家标准《钢结构设计标准》(GB 50017-2017)

[2] 工程建设协会标准《钢管结构技术规程》(CECS 280:2010)

[3] 福建省地方标准《建筑栏杆检验评定技术规程》(征求意见稿)

[4] 福建省地方标准《沥青路面再生应用技术规程》(征求意见稿)

十、学术会议

(1)2006年8月出席由加拿大University of Toronto(多伦多大学)主办的在convention center in quebec city(位于魁北克城的会议中心)举行的“11th INTERNATIONAL SYMPOSIUM and IIW INTERNATIONAL CONFERENCE on TUBULAR STRUCTURES”国际学术研讨会。发表交流了“Experimental study on overlapped CHS K-joints with hidden seam unwelded”的论文。

(2)2007年7月出席由英国Oxford University(牛津大学)主办的在St Catherine's College (圣.凯瑟琳学院)举行的“6thINTERNATIONAL CONFERENCE on STEEL and ALUMINIUM STRUCTURES”国际学术研讨会。发表交流了“Experimental and FEA research on hysteretic property of overlappedCHS K-joints”的论文。

(3)2015年7月在第23届国际组合结构工程会议(ICCE-23)上受邀担任钢-混凝土组合结构分会主席并做分会报告。

(4)2017年6月在第一届土木工程赣江论坛做“钢管短柱冲击后力学性能的试验研究”特邀报告。

(5)2017年11月在钢-混凝土组合结构分会第十六次学术会议做“不锈钢管混凝土桁架受力性能试验研究”分会报告

(6)2018年4月在第二届土木工程赣江论坛做“CFRP布加固高温后钢管混凝土短柱轴压力学性能试验研究”特邀报告。

(7)2018年7月在第十八届全国现代结构工程学术研讨会做特邀报告并获得优秀中青年论文奖。

(8)2018年8月在第九届海峡两岸高校师生土木工程监测与控制研讨会做学术报告。

(9)2018年8月在第六届“土木工程结构试验与检测技术暨结构实验教学”研讨会做大会报告

(10)2018年8月在第十六届钢结构稳定疲劳学术交流会做大会报告,研究生张晓勇获得优秀论文奖。