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陈涛,同济大学教授,博士生导师,同济大学房屋检测站项目负责人。以结构性能分析、纤维复合材料在土木工程中的应用、海上风电基础、极地工程等领域为主要研究方向,开展了系统深入的研究工作,并取得了众多创新性成果,已成功应用于我国多个重要的国家级项目。其中钢结构疲劳研究成果被纳入新一代欧洲钢结构规范Eurocode 3,彰显了其在该领域的贡献与国际认可。先后主持三项国家自然科学基金、一项重点研发课题、两项中央高校基本科研专项,留学回国人员科研启动基金和上海市高峰学科国际合作基金项目。参与863、重点研发、澳大利亚研究委员会探索系列等科研项目。先后获上海市科技进步一等奖两次,教育部自然科学奖二等奖一次,荣获上海市教育发展基金会“晨光学者”和山东济南市人民政府“泉城学者”荣誉称号。发表学术论文200余篇,其中SCI收录56篇,参编科研论著三本,其中“十二五”与“十三五”国家重点图书1部。近年来获批2项发明专利,6项实用新型专利。
在读博士生:
李筑轩、叶茂、雷天歌、郑元鹏、曹城城
在读硕士生:
佘俊辉、李轩威、邓瑞琦、沈韩(Shah Faisal)、时慧林、王刚、纪霖、韩雨晨、王润民、石文博、董罡朴
学生获奖:
已毕业博士:
已毕业硕士:
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主持和参与的横向科研项目:
疲劳成果 2012年发表于International Journal of Fatigue( 38 (2012): 57-64)的疲劳成果,2023年被纳入新一代欧洲钢结构规范Eurocode3,具体见编写组发表文章中参考文献[75]
1. Yao, J. X., Chen,T. *, Chen, K., Yuan, G. K.and Xiao, Z. G. “Experimental and numerical investigation of mixed modefracture of high-performance grouting materials based on peridynamics”. Fatigue & Fracture of EngineeringMaterials & Structures, 2023;1‐19. doi:10.1111/ffe.14070
2. Huang, C., Zheng, Y. P.*, Chen, T., Ghafoori, E. and Gardner, L. “Fatigue crack growthbehaviour of wire arc additively manufactured steels”. International Journal of Fatigue, 2023, 173: 107705. (Q1, IF: 5.489)
3. Wang, X., Chen,T. and Gu, X. L.* “Fatigue tests on grouted connection segment specimens inoffshore wind turbine structures considering water ingression”. Marine Structures. 2023, 90: 103438. (Q1, IF: 4.5).
4. Rashnooie, R., Zeinoddini, M., Ahmadpour, F.,Beheshti Aval, S.B. and Chen, T. “Acoupled XFEM fatigue modelling of crack growth, delamination and bridging inFRP strengthened metallic plates”. EngineeringFracture Mechanics. 2023, 279: 109017. (Q1, IF: 4.898)
5. Chen, T.*, Ye, M., Yao, C. and Xiao, Z. G. “Fatigue behavior and digital image correlationmonitoring of steel plates with mixed-mode edge cracks repaired with CFRPmaterials”. Composite Structures. 2023,304: 116408. (Q1, IF: 6.603)
6. Chen, T. , Cao, C. C., Li, X. Q.and Kong Q. Z. * . “Interface debondingdetection of grouted connection based on Lamb wave energy leakage”. Measurement. 2022, 202: 111867. (Q1,IF: 5.131)
7. Huang, X. M., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G. “Fatigue evaluation of groutedconnections subjected to Markov matrix based random loading”. Marine Structures. 2022, 86: 103295. (Q1, IF: 4.500)
8. Huang, C., Chen,T. *, Xia, Z. C. and Jiang, L. Y. “Numerical study of surface fatigue crackgrowth in steel plates repaired with CFRP”. EngineeringStructures. 2022, 268C: 114743. (Q1, IF: 5.582)
9. Song, X. B., Wu, Y. J., Jiang, H. Y. and Chen, T.* “Lateral performance ofglulam timber frames with CFRP confined timber-steel buckling-restrainedbracings”. Journal of Structural Engineering, ASCE. 2022, 148(3): 04021293.(Q2, IF: 3.858)
10. Chen, T.,Fang, Q., Zhang, C. H., Li, W. C.* and Xiao, Z. G. “Numerical study on thecompression-bending response of grouted connections in offshore structures”. Journal of Constructional Steel Research. 2021, 185: 106839. (Q2,IF: 4.349)
11. Gao, P., Sun D.Q., Zhao,Y.H., Hong, L., Wang, Z.L. and Chen, T.,“Effect of the corner radius on the axial compressive performance of largesteel-reinforced concrete columns confined by carbon fibre-reinforced polymer”,Engineering Structures, 2021, 239: 112303(Q1, IF: 5.582)
12. Vichet, K., Chen, T.* and Li, L. Z., “Numerical study of fatigue life of SMA/CFRPpatches retrofitted to central-cracked steel plates”. Construction and Building Materials. 2021, 284: 122845. (Q1, IF: 7.693)
13. Chen, T.*, Fang, Q., Zhang, C.H., Chen, K. and Yuan, G. K. “Mechanical behavior of grouted connections undercompression-bending loads”. Thin-Walled Structures. 2020, 157: 107110. (Q1, IF: 5.881)
14. Li, L. Z., Chen, T.*, Gu, X. L. and Ghafoori, E. “Heat-activated SMA-CFRP compositesfor fatigue strengthening of cracked steel plates”. Journal of Compositesfor Construction, ASCE, 2020, 24(6): 04020060. (Q2, IF: 3.858)
15. Chen, T.*, Cao, C. C., Zhang, C.H., Wang, X., Chen, K. and Yuan, G. K. “Numerical modeling and parametricanalysis of grouted connections under axial loading”. Thin-Walled Structures. 2020, 154 (2020): 106880. (Q1, IF: 5.881)
16. Chen, T.*, Yao, J. X., Liu, R. Y. and Li, L. Z. “Fatigue behavior of steelplates with multi-holes repaired by CFRP”. CompositeStructures. 2020, 242C :112163. (Q1, IF: 6.603)
17. Chen, T., Huang, C.*, Zhang, C.H., Wang, X., Zhao, Q., Yuan, G. K. and Liu, J. C. “Static behavior modeling ofgrouted connections under lateral loading for offshore wind turbine structures”.Thin-Walled Structures. 2020, 149C:106517. (Q1, IF: 5.881)
18. Chen, T.,Zhang, C. H., Wang, X.*, Zhao, Q., Yuan, G. K. and Liu, J. C. “Hystereticbehavior of grouted connections in offshore wind turbine support structures”. Journal of Steel Construction and Research. 2020, 164C: 105783. (Q2,IF: 3.858)
19. Liu, R. Y., Chen, T.*, Li, L. Z. and Tateishi, K. “A practical stress intensity factorformula for CFRP-repaired steel plates with a central crack”. Journal of Constructional Steel Research.2019, 162C (2019): 105755.
20. Wang, Z. Y., Yuan, F.,Chen, Y. Wang, Q. Y., Chen, T.,Zhou, X. F. and Liu, Z. F. “Fatigue resistance of post-buckled slendertrapezoidal corrugated webs in girders with stiff flanges”. Engineering Structures. 2019, 198(2019): 109478.
21. Chen, T., Wang, X., Gu, X. L.*,Zhao, Q., Yuan, G. K. and Liu, J. C. “Axial compression tests of grouted connectionsin jacket and monopile offshore wind turbine structures”. Engineering Structures. 2019, 196 : 109330. ( WOS:000482518700054)
22. Chen, T., Yao, C., Hu, L.,Huang, C. and Li, X.* “Numerical analysis of central mixed-mode cracking insteel plates repaired with CFRP materials”. Thin-WalledStructures. 2019, 143: 106196. (WOS: 000479021200010)
23. Chen, T. *, Wang, X., Zhao, Q., and Yuan, G. K. “A numerical investigationon grouted connections for offshore wind turbines under combined loads”. Journal of Marine Engineering andTechnology. 2019, 18(3):134-143. (WOS:000489307500003), (EI:20183505742722)
24. Li, Z. X, Chen, T.* and Wang, X., “Behavior of flat grouted connections subjected tolateral pressure and vertical load”. Constructionand Building Materials. 2019, 212 (2019): 329-341. (WOS: 000471358200032)
25. Chen, T. and Huang, C.*.“Fatigue tests on edge cracked four-point bend steel specimens repaired byCFRP”. Composite Structures. 2019,219: 31-41. (WOS: 000464598400004)
26. Li, L. Z., Chen, T*., Zhang, N. X. and Hidekuma,Y. “Test on fatigue repair of central inclined cracked steel plates usingdifferent adhesives and CFRP, prestressed and non-prestressed”. Composite Structures. 2019, 216: 350-359. (WOS: 000461162500031)
27. Li, L. Z., Chen, T*. and Zhang, N. X. “Numerical analysisof fatigue performance of CFRP–repaired steel plates with central inclinedcracks” . EngineeringStructures. 2019, 185: 194-202. (WOS: 000460495500014)
28. Huang, C., Chen, T.* and Feng, S. Y., “Finiteelement analysis of fatigue crack growth in CFRP-repaired four-point bend specimens”. Engineering Structures. 2019, 183: 398-407. (WOS: 000462690000031)
29. Chen, T., Huang, C., Hu, L. andSong, X. B.*. “Experimental study on mixed-mode fatigue behavior of centercracked steel plates repaired with CFRP materials”. Thin-Walled Structures. 2019, 135: 486-493. (WOS:000458942200037)
30. Chen, T.*, Xia, Z. C., Wang,X., Zhao, Q., Yuan, G. K. and Liu, J. C. “Experimental study on groutedconnections under static lateral loading with various axial load ratios”. Engineering Structures. 2018, 176(2018): 801-811. (WOS:000451497900060)
31. Chen, T., Li, Z. X, Wang, X.*, Zhao, Q., Yuan, G. K. and Liu, J. C.“Experimental study on ultimate bending performance of grouted connections inoffshore wind turbine support structures”. Thin-Walled Structures. 2018, 132C (2018):522-536. (WOS: 000449569000040)
32. Yu, Q. Q.*, Gao, R. X.,Gu, X. L., Zhao, X. L. and Chen, T.“Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere andfatigue loading”. Engineering Structures,2018, 175: 76-85. (WOS:000448101300007)
33. Chen, T., Li, L. Z, Zhang, N.X., Song, X. B.* and Hidekuma, Y. “Fatigue performance test on inclined centralcracked steel plates repaired with CFRP strand sheets”. Thin-Walled Structures. 2018, 130 (2018): 414-423.(WOS:000442334300030)
34. Chen T., Gu X. L.*, Qi M., Yu Q.Q. “Experimental study on fatigue behavior of cracked rectangular hollowsection steel beams repaired with prestressed CFRP plates”. Journal of Composites for Construction, ASCE, 2018, 22(5): 04018034. (WOS:000441679600011)
35. Chen, T., Wang, X.*, Yuan, G. K.and Liu, J. C. “Fatigue bending test on grouted connections for monopileoffshore wind turbines”. MarineStructures. 2018, 60C: 52-71. (WOS:000435047300004)
36. Chen, T., Hu, L, Zhang, N. X.and Yu, Q. Q.* “Boundary element analysis of fatigue behavior forCFRP-strengthened steel plates with center inclined cracks”. Thin-Walled Structures. 2018, 125C:164-171. (WOS: 000428832600015)
37. Chen, T.*, Wang, X. and Qi, M. “Fatigue improvements of cracked rectangularhollow section steel beams strengthened with prestressed CFRP plates”. Thin-Walled Structures. 2018, 122C:371-377. (WOS: 000419410000030) (EI: 20174404322156)
38. Huang, C., Chen, T. * and Wang, X. “Compressivecharacteristics of damaged circular hollow section (CHS) steel columns repairedby CFRP and grout”. Thin walled Structures, 2017, 119: 635-645. (WOS: 000413607300054) (EI: 20173104015852)
39. Wang, X., Chen, T. *, Zhao, Q., Yuan, G. K. and Liu, J. C. “Fatigue evaluation ofgrouted connections under bending moment in offshore wind turbines based on Abaqusscripting interface”. InternationalJournal of Steel Structures, 2016, 16(4):1149-1159. (WOS: 000390828900013)(EI: 20165203164089)
40. Yu Q.Q., Chen T., Gu X.L.*, Zhao X.L. "Boundaryelement analysis of edge cracked steel plates strengthened by CFRP laminates".Thin-Walled Structures, 2016, 100(3):147-157. (WOS: 000369463600013) (EI:20155201727416)
41. Chen, T., Qi, M., Gu, X.L.* andYu, Q.Q. " Flexural Strength ofCarbon Fiber Reinforced Polymer Repaired Cracked Rectangular Hollow SectionSteel Beams". International Journalof Polymer Science, 2015 (2015) Article ID 204861, 9 pages, http://dx.doi.org/10.1155/2015/204861.(WOS:000363615200001) (EI: 16007357)
42. Yu, Q.Q., Chen, T.*, Gu, X.L. and Zhang, N.X."Fatigue Behaviour of CFRP Strengthened Out-of-Plane Gusset Welded Jointswith Double Cracks". Polymers,2015, 7(9): 1617-1637. (WOS: 000362558000003)( EI: 20154501507115)
43. Yu, Q.Q., Chen, T., Gu, X.L*., Zhao, X.L., and Xiao, Z.G.. "Boundary Element Analysis ofFatigue Crack Growth for CFRP-Strengthened Steel Plates with Longitudinal WeldAttachments." Journal of Compositesfor Construction, ASCE. 2014,19(2):04014044. (WOS:000351459900008)(EI: 15003802)
44. Yu, Q. Q., Zhao, X. L.*, Xiao, Z. G., Chen, T., and Gu, X. L., “Evaluation of stressintensity factor for CFRP bonded steel plates”. Advances in Structural Engineering, 2014. 17(12): 1729-1746. (WOS:000344912600004) (EI:14797037)
45. Chen, T. * and Wei, Z. N., “Study on historicalmemorial archways in ancient Huizhou Tangyue memorial archway group”. African Journal of History and Culture,2014, 6(3): 32-38.
46. Yu, Q. Q., Zhao, X. L.*,Chen, T., Gu, X. L., and Xiao, Z.G., “Crack propagation prediction of CFRP retrofitted steel plates withdifferent degrees of damage using BEM”. Thin-WalledStructures, 2014, 82: 145-158. (WOS: 000339693300014) (EI: 20142017730728)
47. Nie, G. H., Chan, C.K.*,Zhao, C. and Chen, T., “AnalyticFormulation of Anti-Plane Elastic Field for an Elliptical Inhomogeneity withPolynomial Eigenstrains in Anisotropic Materials”. Mechanics of Advanced Materials and Structures, 2014, 21(9), 722–736.(WOS:000337360800004) (EI:14859847)
48. Yu, Q. Q., Zhao, X. L.*,Al-Mahaidi, R., Xiao, Z. G, Chen, T.,and Gu, X. L., “Tests on cracked steelplates with different damage levels strengthened by CFRP laminates”. International Journal of Structural Stability andDynamics, 2014, 14(6), 1450018 (26pages). (WOS:000338119500008) (EI: 15046097)
49. Chen, T.*, Zhao, X. L., Gu, X. L. and Xiao, Z. G., “Numericalanalysis on fatigue crack growth life of non-load-carrying cruciform weldedjoints repaired with FRP materials”. CompositePart B: Engineering, 2014, 56: 171-177. (WOS:000327562300024)(EI: 20133816755108)
50. Yu, Q. Q., Chen, T., Gu, X. L.*, Zhao, X. L. and Xiao,Z. G., “Fatigue behavior of CFRP strengthened steel plates with differentdegrees of damage”. Thin-Walled Structures,2013, 69(8): 10-17. (WOS:: 000321175100002)
51. Chen, T.*, Xiao, Z. G., Zhao, X. L. and Gu, X. L., “Aboundary element analysis of fatigue crack growth for welded connections underbending”. Engineering Fracture Mechanics,2013, 98(2): 44-51. (WOS:: 000315830800004) (EI: 20131916314369)
52. Song, X. B., Gu, X. L.*,Li, Y. P., Chen, T. and Zhang, W.P., “Mechanical behavior of FRP strengthened concrete columns subjected toconcentric and eccentric compression loading”. Journal of Composites for Construction, ASCE, 2013, 17(3):336–346. (SCI: 000318654600006) (EI:13490175)
53. Chen, T., Yu, Q. Q., Gu, X. L.* and Nie, G. H., “Stress intensity factors (KI) ofcracked non-load-carrying cruciform welded joints repaired with CFRP materials”.Composite Part B: Engineering, 2013,45(1): 1629-1635. (WOS::000314193200178) (EI:20124815712734)
54. Gu, X. L., Chen, T.*, Li, H., Zhang, W. P. andWang, H. L., “Behavior of steel-concrete composite cantilever box beams under negativemoment”. International Journal of SteelStructures, 2012, 12(4): 509-521. (WOS:: 000313491800005) (EI: 20131716223088)
55. Xiao, Z. G.*, Chen, T. and Zhao, X. L., “Fatiguestrength evaluation of transverse fillet welded joints subjected to bendingloads”. International Journal of Fatigue,2012, 38(1): 57-64. (WOS:: 000300647500006) (EI: 20120414711126)
56. Chen, T. *, Yu, Q. Q., Gu, X. L.and Zhao, X. L., “Study on fatigue behavior of strengthened non-load carryingcruciform welded joints using carbon fibre sheets”. International Journal of Structural Stability and Dynamics, 2012, 12(1):179-194. (WOS:: 000300018000010) (EI: 20120814788413)
57. Chen, T., Gu, X. L.* and Li, H.,“Behavior of steel-concrete composite Cantilever beams with web openings undernegative moment”. International Journalof Steel Structures, 2011, 11(1): 39-49. (WOS:: 000289120500004) (EI: 20114014389442)
58. Tateishi, K.*, Chen, T. and Hanji, T., “Extremely Low Cycle Fatigue AssessmentMethod for Un-Stiffened Cantilever Steel Columns.” DobokuGakkai Ronbunshuu A, 2008, 64(2): 288-296. (EI: 20111613924168)
59. Chen, T. and Tateishi, K., “Extremely Low CycleFatigue Assessment of Thick Walled Steel Pier Using Local Strain Approach.” KozoKogaku Ronbunshu. A, 2007, 53A: 485-492.
60. Tateishi, K., Chen, T. and Hanji,T., “A New Local Strain Based Approach to Low Cycle Fatigue Assessment ofWelded Joint.” JSSC Steel Construction Engineering, 2006, 13(52): 73-81.
62. 李筑轩,陈涛*. “CFRP补强含表面裂纹钢板受拉疲劳试验研究”. 结构工程师,2023,39(3): 127-134.
63. 曹城城,陈涛*,汪小林,李卫超.“基于压电波动法检测灌浆连接段界面损伤”. 应用力学学报. 2022,网络首发.
64. 张力,陈珂,元国凯,陈涛.“基于马尔科夫矩阵的灌浆连接段疲劳性能研究”. 南方能源建设,2022, 9(S2): 6-10.
65. 高鹏,袁大明,王田宇,王敬棠,陈涛. “锚固的双向纤维布约束加固钢筋混凝土柱抗震性能研究”. 复合材料学报,2022,39(11): 5525-5536.
66. 郑元鹏,陈涛*,黄诚. “CFRP加固紧凑拉伸钢试件的疲劳试验研究”. 复合材料学报,2022,39(11): 5193-5206.
67. 王衔,邱松,陈涛. “海上风机单桩结构灌浆连接段试验有限元模拟”. 船舶与海洋工程,2022,38(1): 6-13.
68. 曹城城,陈涛*,顾浩声. “套筒灌浆连接密实性检测研究现状及展望. 结构工程师,2022,38(2): 191-200.
69. 陈珂,陈诚*,元国凯,陈涛. “考虑偏心误差的导管架灌浆原型抗拔性能研究”. 施工技术,2022,51(4): 12-16.
70. 王衔,邱松,陈涛,顾祥林. “考虑水流侵入的海上风机基础灌浆连接段疲劳性能试验研究”. 结构工程师,2021,37(6): 172-181.
71. 黎亚舟,王衔*,陈涛,顾祥林. “风、浪荷载作用下海上风机单桩结构灌浆连接段疲劳性能评价”. 海洋工程,2021,39(4): 104-113, 162.
72. 陈诚,陈涛*,叶茂. “CFRP修复撞凹后导管架构件轴向承载性能研究”. 结构工程师,2021,37(1):120-127.
73. 陈涛*, 摇铖. “CFRP加固含混合型边裂纹钢板的疲劳性能试验研究”. 建筑结构学报, 2021,42(2): 206-212.
74. 陈涛,房奇,张持海,黄庆华,陈珂. “压弯荷载下单桩基础灌浆连接段性能分析”. 南方能源建设,2020, 7(4): 26-33.
75. 房奇,陈涛*,张持海,陈珂,元国凯. “单桩基础灌浆连接段受力机理分析”. 海洋工程,2020,38(6): 123-132.
76. 陈涛*,张持海,王衔,曹城城. “海上风机基础灌浆连接段轴心承载力数值分析”. 同济大学学报(自然科学版),2020,48(10): 1452-1459.
77. 陈涛,孙凯,尹文良.“可视化结构力学教学实验初探”. 高等建筑教育,2020,29(5):133-136.
78. 房奇,陈涛* 王伟. “高强螺栓疲劳性能研究现状”. 结构工程师. 2020,36(4):218-225.
79. 郑元鹏,陈涛.“单钢管避雷针法兰盘螺栓疲劳性能分析”. 钢结构,2020, 35(S): 20-22.
80. 陈涛,姚政韬,王衔,陈珂,元国凯. “海上风机灌浆连接段应力评价方法探析”. 南方能源建设. 2020, 7(1): 33-39.
81. 陈涛*, 郑元鹏, 孙飞飞. 结构力学几何体系的一组教学模型. 力学与实践, 2019, 41(6): 724-727.
82. 刘若愚, 陈涛*, 姚嘉旭.碳纤维增强复材补强含中心裂纹及缺陷孔钢板的疲劳性能研究. 工业建筑, 2019,(9):167-172.
83. 刘若愚, 陈涛*. “复合材料补强钢板的疲劳性能研究现状”. 结构工程师. 2019, 35(4): 238-245.
84. 陈涛,张持海,赵淇,王衔,元国凯, 刘晋超. “海上风机基础灌浆连接段压弯性能有限元分析”. 结构工程师,2019, 35(2): 93-100.
85. 陈涛,夏紫璨,李凌圳,张柠溪.“单面碳纤维增强复合材料补强含斜裂纹钢板疲劳寿命研究”. 钢结构,2018,33(12): 52-55.
86. 陈涛,张持海,赵淇,王衔,元国凯, 刘晋超. “海上风机基础灌浆连接段抗震性能试验研究”. 船舶与海洋工程. 2018, 34(5): 1-8.
87. 王飞,王衔,陈涛,顾浩声. “瑞利阻尼在Abaqus中的实现”.计算机辅助工程. 2018, 27(5/6): 72-76.
88. 王衔,陈涛,元国凯,刘晋超. “海上风机单桩基础灌浆连接段受弯疲劳性能试验研究”. 船舶与海洋工程. 2018, 34(4): 7-14.
89. 陈涛, 摇铖, 王衔, 余倩倩. “单钢管避雷针减振设计技术研究”. 建筑结构, 2018, 48(13): 20-25.
90. 黄诚, 陈涛*. “碳纤维复材加固非承重十字焊接接头的应力强度因子与疲劳寿命数值研究”. 工业建筑,2018, 48(3): 3-10.
91. 李筑轩,陈涛*,赵淇等. “考虑偏心误差的灌浆连接段受弯承载力研究(Bending behavior of grouted connections consideringeccentricity errors)”. 建筑结构学报, 2017, 38(S1): 465-470. (EI: 20182005205865)
92. 陈涛*,张持海,赵淇,王衔,元国凯, 刘晋超. “海上风机基础灌浆连接段压弯性能试验研究(Experimental study on the compression-bendingbehavior of grouted connection in offshore wind turbine foundations)”. 海洋工程, 2017. 35(3): 112-118.
93. 张柠溪,陈涛*.“预应力FRP 材料改善含斜裂纹钢板疲劳性能研究(Research on the fatigue behavior of prestressed FRPrepaired steel panels with inclined crack)”. 钢结构,2017,32(217):31-35,68.
94. 元国凯, 汤东升*, 刘晋超, 陈涛, 马兆荣. “海上风电机组基础灌浆技术应用与发展 (Grouting TechnologyApplication and Development in Offshore Wind Farm)”. 南方能源建设,2016,4(1):10-17.
95. 刘东华,元国凯,陈涛,王衔.“海上风电灌浆连接段疲劳机理研究综述(Review on fatiguemechanism of grouted connection in offshore wind farm)”. 南方能源建设,2016,3(S1):68-72.
96. 刘晋超,元国凯,陈涛.“海上风电灌浆连接段静力受力机理研究综述(Review on static mechanism of grouted connectionin offshore wind farm)”. 南方能源建设,2016,3(S1):61-67.
97. 余倩倩*,顾祥林,陈涛,张柠溪.“碳纤维增强复合材料板补强平面外纵向焊接接头疲劳性能试验研究 (Experimental study onfatigue behavior of out-of-plane gusset welded joints strengthened by CFRP)” . 建筑结构学报,2016, 36(S1): 406-410.
98. 赵淇,陈涛*,王衔,元国凯,刘晋超. “海上风机导管架支撑结构灌浆连接段数值分析(Numerical analysis of grouted connection in jacketsupport structures for offshore wind turbine)”. 结构工程师 , 2016. 32(5):59-65.
99. 王衔,陈涛*,赵淇,元国凯,刘晋超. “DNV 规范(2014)海上风机基础灌浆连接段抗弯性能设计理论研究 (Design theoryof bending capacity of grouted connections in offshore wind turbines foundationbased on DNV specification(2014))”. 海洋工程, 2016. 34(3):140-150
100. 王衔,陈涛*,赵淇,元国凯,刘晋超. “海洋工程中灌浆连接段若干规范比较(Comparison of severaldesign specifications for grouted connections in marine engineering)”. 南方能源建设, 2016, 3(1): 77-82,85.
101. 徐荣彬, 元国凯, 刘晋超, 陈涛. “海上风机导管架基础灌浆连接段受力分析”. 南方能源建设. 2015, 2(3):80-85.
102. 陈涛*,齐明,余倩倩(2015). “预应力CFRP修补损伤方管钢梁受弯性能试验研究”. 工业建筑,2015,45(S):197-200.
103. 吴伟健,陈涛*(2014). “销轴连接转动性能的有限元分析”. 钢结构, 2014, 29(12): 21-24, 90.
104. 王衔,陈涛*,张天骏 (2014). “碳纤维复合材料板与钢板胶-螺混合双搭接街头拉伸性能试验研究”. 工业建筑,2014,44(10):10-15,50.
105. 吴伟健,陈涛*,“CFRP布单侧加固非承重十字焊接接头应力强度因子分析(Stress intensityfactors of non-load carrying cruciform welded joints with CFRP single sidedrepair)” .建筑结构学报,2014, 35(S1): 101-106. (EI:20141817659994)
106. 陈涛*,齐明,顾祥林,郭冬明,“碳纤维复合板材修补损伤方钢管梁受弯性能试验研究(Experimental study onbending behavior of rectangular hollow steel section beams with initial crackretrofitted with CFRP plate)”.建筑结构学报,2014, 35(S1): 71-76. (EI: 20141817659989)
107. 秦山虎, 陈涛, 顾祥林, 李立树, 丁明华, 王飞,“宜兴文化中心幕墙拉索张拉过程数值分析”. 施工技术,2013, 42(21): 7-9.
108. 李立树,陈栋,黄缨,王华,贺军利,芮明倬,陈涛,齐明,“三亚海棠湾万丽度假村结构设计”. 建筑结构, 2013,43(S2): 287-291.
109. 李立树,贺军利,严敏,齐明,陈涛,“小南国花园大酒店结构设计”. 建筑结构, 2013,43(S2): 245-250.
110. 余倩倩, 陈涛*, 顾祥林. 碳纤维复合材料改善钢结构疲劳性能研究现状. 结构工程师, 2011, 27(3): 129-134.
111. 陈涛*,李华,顾祥林. 负弯矩区腹板开洞钢-混凝土组合梁承载力试验研究与理论分析(Experimental study and theoretical analysis onload carrying capacity of steel concrete composite beams with web openingsunder negative moment). 建筑结构学报, 2011,32(4):63-71. (EI: 20112013990067)
112. 陈涛*,余倩倩,顾祥林. 中国城镇既有建筑现状初步分析. 建设科技,2010,(23):78-80.
113. 陈涛*,余倩倩,顾祥林,欧阳煜. 粘贴碳纤维复合材料后非承重十字型焊接接头疲劳性能(Fatigue behavior ofnon-load carrying cruciform welded joints strengthened with carbon fiber sheets). 建筑结构学报,2010, 31(S2):270-274. (EI: 20102513031384)
114. 张坚,陈涛,林峰,李华. 重庆大剧院型钢混凝土悬挑构件数值分析. 工业建筑,2009,39(S):608-612.
115. 李华,陈涛,顾祥林. 负弯矩区腹板开洞钢-混凝土组合梁受力性能试验研究. 结构工程师,2008,24(4):99-105.
116. 顾祥林,陈涛,张伟平,李华等. 组合梁与混凝土剪力墙新型连接节点试验研究. 建筑结构,2008,38(3): 45-47, 51.
117. 张伟平,顾祥林,陈涛. 大面积地面堆载作用下厂房结构安全性的评估. 四川建筑科学研究,2007,33(3):74-78.
118. 顾祥林,王洪六,张伟平,陈涛等. 斜拉钢-混凝土组合楼盖施工过程现场监测和数值模拟. 施工技术,2006,35(9):41-44.
119. 周春,周冬华,王洪六,陈涛等. 大跨度斜拉钢-混凝土组合楼盖的施工控制. 结构工程师,2005,21(1):66-70,22.
120. 周春,周冬华,陈涛,顾祥林等. 新型钢梁与混凝土墙体连接节点静载试验研究. 结构工程师,2004,20(6):49-53.
121. 陈涛,孟益,张伟平,顾祥林. 某木结构楼盖的检测和加固实例分析. 四川建筑科学研究,2004,30(3):39-41.
122. 张世尧,陈涛,顾祥林. 以沉降控制的掺粉煤灰水泥粉喷桩优化设计方法. 结构工程师,2003,19(1):29-34.
1. 刘晋超,陈涛, 马兆荣, 元国凯. 海上风电灌浆技术 (Grouting Technology in Offshore Wind Turbines). 北京:中国水利水电出版社,2016. ISBN:9787517047407(“十二五”与“十三五”国家重点图书)(The Eleventh and Twelfth Five-Year Plan ofNational Important Books).(314千字)
2. 建设部科技发展促进中心. 中国既有建筑改造政策与市场化运作. 北京:中国建筑工业出版社,2011. ISBN:9787112131433 (第二章第三节和附录) .
3. 同济大学土木工程防灾国家重点实验室. 汶川地震震害. 上海:同济大学出版社, 2008年12月. ISBN:9787560839608 (第三章第二节) .
4. 同济大学. 优秀历史建筑抗震鉴定与加固标准(DG/TJ 08-2403-2022). 上海:同济大学出版社,2023. ISBN:9787576508055(第七章钢结构和附录B)
5. 水电水利规划设计总院. 海上风电场工程基础结构灌浆连接技术规程(NB/T XXXXX—20XX). 北京:****出版社, 20**. ISBN:
1. 陈涛,王盼盼. 一种三维节点钢梁. 实用新型专利,专利号:CN213572409U 申请日:2020年9月1日. 授权公告日:2021年6月29 日
2. 陈涛,刘才生. 一种格构式钢柱. 实用新型专利,专利号:CN214034124U 申请日:2020年9月1日. 授权公告日: 2021年8月24日
3. 陈涛,董君彩. 一种钢混组合钢柱. 实用新型专利,专利号:CN214034394U 申请日:2020年9月1日. 授权公告日: 2021年8月24日
4. 陈涛,钟世云,王衔,张持海. 一种轻钢龙骨复合木丝板的外挂墙板及其制作方法. 发明专利,专利号:ZL 2016 1 0578056.4,授权公告号:CN 106223529B. 授权公告日:2018年7月24日(2016.7.21-2036.7.20)
5. 陈涛,齐明,黄诚,顾祥林. 一种用于加固方钢管的碳纤维板预张拉装置. 发明专利,专利号:ZL 2016 1 0020885.0, 授权公告号:CN 105604331B . 授权公告日:2018年5月8日 (2016.1.13-2036.1.12)
6. 黄庆华,齐明,陈涛. 一种用于支承疲劳试验的机构. 实用新型专利,专利号:ZL201520690665.X申请日:2015年9月8日,授权公告日:2016年1月20日(2015.9.8-2025.9.7).
7. 周子轩,涂雨,陈涛. 一种结构力学影响线展示装置. 实用新型专利,专利号:ZL201520491079.2 申请日:2015年7月8日. 授权公告日:2016年1月20日
8. 陈涛,吴伟健,李翔,顾祥林. 用于制作粘结剂试件的模具.实用新型专利,专利号:ZL201320603706.8 授权公告日:2014年3月5日(2013.9.29-2023.9.28).
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