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陈誉

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陈誉,男,19784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,《World Journal of EngineeringAssociated 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11名硕士研究生和1名博士研究生,其中5名获得研究生国家奖学金。

联系方式:18030219629kinkingingin@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-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

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

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)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

6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)

7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)

8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)

9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)

10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

12018年国务院政府特殊津贴专家

22017年“闽江学者奖励计划”特聘教授

32017年度湖北省杰出青年基金项目获得者

42016年度湖北省有突出贡献中青年专家

52014年度福建省高校“新世纪优秀人才支持计划” (2014FJ-NCET-ZR03)

62013年福建省高校杰出青年科研人才培育计划 (JA13005)

72014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、学术会议

120068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。

220077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“6th INTERNATIONAL 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 overlapped CHS K-joints”的论文。

320157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。

420176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。

5201711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。

620184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。

720187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。

820188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。

920188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

1020188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。

六、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[M].郑州:郑州大学出版社(56万字),2012

七、发明专利

1)混凝土与模板之间摩擦系数测量装置及测量方法(201710037477.0)陈誉 张文学

2)一种正交异性板U肋内部除锈防腐装置(201710808632.4)陈誉 张文学

八、SCI papers

(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 Structures2015; 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-plane bending. 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 University2015; 22(3)1002-1015. (SCI, EI) (Corresponding author). (IF=0.761)3区)

(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区)

(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, 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区)

(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区)

(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区)

(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区)

(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 Materials2015; 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*, Wei L, 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, Chen XX, Wang CY. Web crippling of galvanized steel tube strengthened by CFRP sheets. Composites Part B: Engineering 2016; 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. Experimental and finite element analysis research on I-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*, 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 Research 2016; 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 Structures2016; 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, 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 Structures 2017; 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 Materials 2017; 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 Structures2017; 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 after elevated temperature. Journal of Constructional Steel Research 2017; 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 lateral impact. Journal of Constructional Steel Research 2017; 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 Technology 2018; 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 Research2018; 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. Fire Technology2018; 54(2): 503-529. (SCI, EI) (IF=1.483)3区)

(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 University2018; 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 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区)

(59) Chen Y, Feng R. Behaviour concrete-filled double-skin circular hollow section cross joints under axial compression. International Journal of Steel Structures2018; 18(3): 750-772. (SCI, EI) (Corresponding author) (IF=0.734)4区)

(60) Chen Y, Huang Y. Experimental and numerical investigations on skewed plate-to-SHS X-joints under compression. Advanced Steel Construction 2018. (Accept)4区)

(62) Chen Y, Han SH. Experimental investigation of fire-exposed steel tubular stub columns wrapped with CFRP sheets. Journal of Constructional Steel Research2018. (Accepted)2区)(61) Chen Y*, Feng R. Flexural behavior of CFRP reinforced concrete-filled aluminum alloy tubes. International Journal of Adhesion and Adhesives 2018. (Accepted)1区)

(63) Chen Y, Xie WT. Axial compressive behavior of channel steel reinforced concrete-filled GFRP tubular short columns. Construction and Building Materials 2018.(Under review)

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

(65) Chen Y, He K. Experimental investigation of square stainless steel tubular stub columns after elevated temperatures. Journal of Constructional Steel Research2018. (Under review)

(66) Chen Y, Pi T. Study on circular CFST stub columns with double inner square steel tubes. Thin-Walled Structures 2018. (Under review)

(67) 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)

(68) Chen Y, Han SH. Experimental investigation of circular steel tubular stub columns after elevated temperatures. Advanced Steel Construction 2018. (Under review)

(69) Chen Y, Wang J. Mechanical performance of timber columns after being exposed to freezing and melting. Journal of Wood Science 2018. (Under review)

(70) Chen Y, Xie Y. Experimental study on mechanical behavior of circular hollow stainless steel tubular (CHSST) stub columns after being exposed to high temperature. Thin-Walled Structures 2018. (Under review)

九、中文论文

1)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. 2015482):34-43(EI)

2)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)

3)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)

4)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)

5)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)

6)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)

7)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)

8)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)

9)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)

10)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)

11)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)

12)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)

13)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)

14)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)

15)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)

16)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 )

17)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)

18)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)

19)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)

20)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)

21)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)