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Yao, J. X., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G. “Experimental and numerical investigation of mixed mode fracture of high-performance grouting materials based on peridynamics”. Fatigue & Fracture of Engineering Materials & Structures, 2023,1‐19. doi:10.1111/ffe.14070
Huang, C., Zheng, Y. P.*, Chen, T., Ghafoori, E. and Gardner, L. “Fatigue crack growth behaviour of wire arc additively manufactured steels”. International Journal of Fatigue, 2023, 173: 107705.
Wang, X., Chen, T. and Gu, X. L.* “Fatigue tests on grouted connection segment specimens in offshore wind turbine structures considering water ingression”. Marine Structures. 2023, 90: 103438.
Rashnooie, R., Zeinoddini,M., Ahmadpour,F., Beheshti Aval,S.B. and Chen,T. “A coupled XFEM fatigue modelling of crack growth, delamination and bridging in FRP strengthened metallic plates”. Engineering Fracture Mechanics. 2023, 279: 109017.
Chen, T.*, Ye, M., Yao, C. and Xiao, Z. G. “Fatigue behavior and digital image correlation monitoring of steel plates with mixed-mode edge cracks repaired with CFRP materials”. Composite Structures. 2023, 304: 116408.
Chen, T. , Cao, C. C., Li, X. Q. and Kong Q. Z.*. “Interface debonding detection of grouted connection based on Lamb wave energy leakage”. Measurement. 2022, 202: 111867.
Huang, X. M., Chen, T. *, Chen, K., Yuan, G. K. and Xiao, Z. G. “Fatigue evaluation of grouted connections subjected to Markov matrix based random loading”. Marine Structures. 2022, 86: 103295.
Huang, C., Chen, T. *, Xia, Z. C. and Jiang, L. Y. “Numerical study of surface fatigue crack growth in steel plates repaired with CFRP”. Engineering Structures. 2022, 268C: 114743.
Song, X. B., Wu, Y. J., Jiang, H. Y. and Chen, T.* “Lateral performance of glulam timber frames with CFRP confined timber-steel buckling-restrained bracings”. Journal of Structural Engineering, ASCE. 2022, 148(3): 04021293.
Chen, T., Fang, Q., Zhang, C. H., Li, W. C.* and Xiao, Z. G. “Numerical study on the compression-bending response of grouted connections in offshore structures”. Journal of Steel Construction and Research. 2021, 185: 106839.
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 large steel-reinforced concrete columns confined by carbon fibre-reinforced polymer”, Engineering Structures, 2021, 239: 112303
Vichet, K., Chen, T.* and Li, L. Z., “Numerical study of fatigue life of SMA/CFRP patches retrofitted to central-cracked steel plates”. Construction and Building Materials. 2021, 284: 122845
Chen, T.*, Fang, Q., Zhang, C. H., Chen, K. and Yuan, G. K. “Mechanical behavior of grouted connections under compression-bending loads”. Thin-Walled Structures. 2020, 157: 107110
Li, L. Z., Chen, T.*, Gu, X. L. and Ghafoori, E. “Heat-activated SMA-CFRP composites for fatigue strengthening of cracked steel plates”. Journal of Composites for Construction, ASCE, 2020, 24(6): 04020060
Chen, T.*, Cao, C. C., Zhang, C. H., Wang, X., Chen, K. and Yuan, G. K. “Numerical modeling and parametric analysis of grouted connections under axial loading”. Thin-Walled Structures. 2020, 154 (2020): 106880
Chen, T.*, Yao, J. X., Liu, R. Y. and Li, L. Z. “Fatigue behavior of steel plates with multi-holes repaired by CFRP”. Composite Structures. 2020, 242C :112163.
Chen, T., Huang, C.*, Zhang, C. H., Wang, X., Zhao, Q., Yuan, G. K. and Liu, J. C. “Static behavior modeling of grouted connections under lateral loading for offshore wind turbine structures”. Thin-Walled Structures. 2020, 149C: 106517.
Chen, T., Zhang, C. H., Wang, X.*, Zhao, Q., Yuan, G. K. and Liu, J. C. “Hysteretic behavior of grouted connections in offshore wind turbine support structures”. Journal of Steel Construction and Research. 2020, 164C: 105783.
Liu, R. Y., Chen, T.*, Li, L. Z. and Tateishi, K. “A practical stress intensity factor formula for CFRP-repaired steel plates with a central crack”. Journal of Constructional Steel Research. 2019, 162C (2019): 105755.
Wang, Z. Y., Yuan, F., Chen, Y. Wang, Q. Y., Chen, T., Zhou, X. F. and Liu, Z. F. “Fatigue resistance of post-buckled slender trapezoidal corrugated webs in girders with stiff flanges”. Engineering Structures. 2019, 198 (2019): 109478.
Chen, T., Wang, X., Gu, X. L.*, Zhao, Q., Yuan, G. K. and Liu, J. C. “Axial compression tests of grouted connections in jacket and monopile offshore wind turbine structures”. Engineering Structures. 2019, 196 : 109330. ( WOS:000482518700054)
Chen, T., Yao, C., Hu, L., Huang, C. and Li, X.* “Numerical analysis of central mixed-mode cracking in steel plates repaired with CFRP materials”. Thin-Walled Structures. 2019, 143: 106196. (WOS: 000479021200010)
Chen, T. *, Wang, X., Zhao, Q., and Yuan, G. K. “A numerical investigation on grouted connections for offshore wind turbines under combined loads”. Journal of Marine Engineering and Technology. 2019, 18(3):134-143. (WOS:000489307500003), (EI: 20183505742722)
Li, Z. X, Chen, T.* and Wang, X., “Behavior of flat grouted connections subjected to lateral pressure and vertical load”. Construction and Building Materials. 2019, 212 (2019): 329-341. (WOS: 000471358200032)
Chen, T. and Huang, C.*. “Fatigue tests on edge cracked four-point bend steel specimens repaired by CFRP”. Composite Structures. 2019, 219: 31-41. (WOS: 000464598400004)
Li, L. Z., Chen, T*., Zhang, N. X. and Hidekuma, Y. “Test on fatigue repair of central inclined cracked steel plates using different adhesives and CFRP, prestressed and non-prestressed”. Composite Structures. 2019, 216: 350-359. (WOS: 000461162500031)
Li, L. Z., Chen, T*. and Zhang, N. X. “Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks” . Engineering Structures. 2019, 185: 194-202. (WOS: 000460495500014)
Huang, C., Chen, T.* and Feng, S. Y., “Finite element analysis of fatigue crack growth in CFRP-repaired four-point bend specimens” . Engineering Structures. 2019, 183: 398-407. (WOS: 000462690000031)
Chen, T., Huang, C., Hu, L. and Song, X. B.*. “Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials”. Thin-Walled Structures. 2019, 135: 486-493. (WOS:000458942200037)
Chen, T.*, Xia, Z. C., Wang, X., Zhao, Q., Yuan, G. K. and Liu, J. C. “Experimental study on grouted connections under static lateral loading with various axial load ratios”. Engineering Structures. 2018, 176 (2018): 801-811. (WOS:000451497900060)
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 in offshore wind turbine support structures”. Thin-Walled Structures. 2018, 132C (2018): 522-536. (WOS: 000449569000040)
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 and fatigue loading”. Engineering Structures, 2018, 175: 76-85. (WOS:000448101300007)
Chen, T., Li, L. Z, Zhang, N. X., Song, X. B.* and Hidekuma, Y. “Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets”. Thin-Walled Structures. 2018, 130 (2018): 414-423. (WOS:000442334300030)
Chen T., Gu X. L.*, Qi M., Yu Q. Q. “Experimental study on fatigue behavior of cracked rectangular hollow section steel beams repaired with prestressed CFRP plates”. Journal of Composites for Construction, ASCE, 2018, 22(5): 04018034. (WOS:000441679600011)
Chen, T., Wang, X.*, Yuan, G. K. and Liu, J. C. “Fatigue bending test on grouted connections for monopile offshore wind turbines”. Marine Structures. 2018, 60C: 52-71. (WOS:000435047300004)
Chen, T., Hu, L, Zhang, N. X. and Yu, Q. Q.* “Boundary element analysis of fatigue behavior for CFRP-strengthened steel plates with center inclined cracks”. Thin-Walled Structures. 2018, 125C: 164-171. (WOS: 000428832600015)
Chen, T.*, Wang, X. and Qi, M. “Fatigue improvements of cracked rectangular hollow section steel beams strengthened with prestressed CFRP plates”. Thin-Walled Structures. 2018, 122C: 371-377. (WOS: 000419410000030) (EI: 20174404322156)
Huang, C., Chen, T. * and Wang, X. “Compressive characteristics of damaged circular hollow section (CHS) steel columns repaired by CFRP and grout”. Thin walled Structures, 2017, 119: 635-645. (WOS: 000413607300054) (EI: 20173104015852)
Wang, X., Chen, T. *, Zhao, Q., Yuan, G. K. and Liu, J. C. “Fatigue evaluation of grouted connections under bending moment in offshore wind turbines based on Abaqus scripting interface”. International Journal of Steel Structures, 2016, 16(4):1149-1159. (WOS: 000390828900013) (EI: 20165203164089)
Yu Q.Q., Chen T., Gu X.L.*, Zhao X.L. "Boundary element analysis of edge cracked steel plates strengthened by CFRP laminates". Thin-Walled Structures, 2016, 100(3): 147-157. (WOS: 000369463600013) (EI:20155201727416)
Chen, T., Qi, M., Gu, X.L.* and Yu, Q.Q. " Flexural Strength of Carbon Fiber Reinforced Polymer Repaired Cracked Rectangular Hollow Section Steel Beams". International Journal of Polymer Science, 2015 (2015) Article ID 204861, 9 pages, http://dx.doi.org/10.1155/2015/204861. (WOS:000363615200001) (EI: 16007357)
Yu, Q.Q., Chen, T.*, Gu, X.L. and Zhang, N.X. "Fatigue Behaviour of CFRP Strengthened Out-of-Plane Gusset Welded Joints with Double Cracks". Polymers, 2015, 7(9): 1617-1637. (WOS: 000362558000003)( EI: 20154501507115)
Yu, Q.Q., Chen, T., Gu, X.L*., Zhao, X.L., and Xiao, Z.G.. "Boundary Element Analysis of Fatigue Crack Growth for CFRP-Strengthened Steel Plates with Longitudinal Weld Attachments." Journal of Composites for Construction, ASCE. 2014，19（2）：04014044. (WOS:000351459900008) (EI: 15003802)
Yu, Q. Q., Zhao, X. L.*, Xiao, Z. G., Chen, T., and Gu, X. L., “Evaluation of stress intensity factor for CFRP bonded steel plates”. Advances in Structural Engineering, 2014. 17(12): 1729-1746. (WOS:000344912600004) (EI:14797037)
Chen, T. * and Wei, Z. N., “Study on historical memorial archways in ancient Huizhou Tangyue memorial archway group”. African Journal of History and Culture, 2014, 6(3): 32-38.
Yu, Q. Q., Zhao, X. L.*, Chen, T., Gu, X. L., and Xiao, Z. G., “Crack propagation prediction of CFRP retrofitted steel plates with different degrees of damage using BEM”. Thin-Walled Structures, 2014, 82: 145-158. (WOS: 000339693300014) (EI: 20142017730728)
Nie, G. H., Chan, C.K.*, Zhao, C. and Chen, T., “Analytic Formulation of Anti-Plane Elastic Field for an Elliptical Inhomogeneity with Polynomial Eigenstrains in Anisotropic Materials”. Mechanics of Advanced Materials and Structures, 2014, 21(9), 722–736. (WOS:000337360800004) (EI:14859847)
Yu, Q. Q., Zhao, X. L.*, Al-Mahaidi, R., Xiao, Z. G, Chen, T., and Gu, X. L., “Tests on cracked steel plates with different damage levels strengthened by CFRP laminates”. International Journal of Structural Stability and Dynamics, 2014, 14(6), 1450018 (26pages). (WOS:000338119500008) (EI: 15046097)
Chen, T.*, Zhao, X. L., Gu, X. L. and Xiao, Z. G., “Numerical analysis on fatigue crack growth life of non-load-carrying cruciform welded joints repaired with FRP materials”. Composite Part B: Engineering, 2014, 56: 171-177. (WOS:000327562300024)(EI: 20133816755108)
Yu, Q. Q., Chen, T., Gu, X. L.*, Zhao, X. L. and Xiao, Z. G., “Fatigue behavior of CFRP strengthened steel plates with different degrees of damage”. Thin-Walled Structures, 2013, 69(8): 10-17. (WOS:: 000321175100002)
Chen, T.*, Xiao, Z. G., Zhao, X. L. and Gu, X. L., “A boundary element analysis of fatigue crack growth for welded connections under bending”. Engineering Fracture Mechanics, 2013, 98(2): 44-51. (WOS:: 000315830800004) (EI: 20131916314369)
Song, X. B., Gu, X. L.*, Li, Y. P., Chen, T. and Zhang, W. P., “Mechanical behavior of FRP strengthened concrete columns subjected to concentric and eccentric compression loading”. Journal of Composites for Construction, ASCE, 2013, 17(3): 336–346. (SCI: 000318654600006) （EI：13490175）
Chen, T., Yu, Q. Q., Gu, X. L.* and Nie, G. H., “Stress intensity factors (KI) of cracked non-load-carrying cruciform welded joints repaired with CFRP materials”. Composite Part B: Engineering, 2013, 45(1): 1629-1635. (WOS:：000314193200178) （EI：20124815712734）
Gu, X. L., Chen, T.*, Li, H., Zhang, W. P. and Wang, H. L., “Behavior of steel-concrete composite cantilever box beams under negative moment”. International Journal of Steel Structures, 2012, 12(4): 509-521. (WOS:: 000313491800005) （EI: 20131716223088）
Xiao, Z. G.*, Chen, T. and Zhao, X. L., “Fatigue strength evaluation of transverse fillet welded joints subjected to bending loads”. International Journal of Fatigue, 2012, 38(1): 57-64. (WOS:: 000300647500006) （EI: 20120414711126）
Chen, T. *, Yu, Q. Q., Gu, X. L. and Zhao, X. L., “Study on fatigue behavior of strengthened non-load carrying cruciform welded joints using carbon fibre sheets”. International Journal of Structural Stability and Dynamics, 2012, 12(1): 179-194. (WOS:: 000300018000010) （EI: 20120814788413）
Chen, T., Gu, X. L.* and Li, H., “Behavior of steel-concrete composite Cantilever beams with web openings under negative moment”. International Journal of Steel Structures, 2011, 11(1): 39-49. (WOS:: 000289120500004) （EI: 20114014389442）
Tateishi, K.*, Chen, T. and Hanji, T., “Extremely Low Cycle Fatigue Assessment Method for Un-Stiffened Cantilever Steel Columns.” Doboku Gakkai Ronbunshuu A, 2008, 64(2): 288-296. (EI: 20111613924168)
Chen, T. and Tateishi, K., “Extremely Low Cycle Fatigue Assessment of Thick Walled Steel Pier Using Local Strain Approach.” Kozo Kogaku Ronbunshu. A, 2007, 53A: 485-492.
Tateishi, K., Chen, T. and Hanji, T., “A New Local Strain Based Approach to Low Cycle Fatigue Assessment of Welded Joint.” JSSC Steel Construction Engineering, 2006, 13(52): 73-81.
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.
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.
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..
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..
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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”. 建筑结构学报, 2017, 38(S1): 465-470. (EI: 20182005205865)
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（”. 海洋工程, 2017. 35(3): 112-118.
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”. 钢结构，2017，32（217）：31-35，68.
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 ”. 南方能源建设，2016，4（1）：10-17.
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”. 南方能源建设，2016，3（S1）：68-72.
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”. 南方能源建设，2016，3（S1）：61-67.
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” . 建筑结构学报，2016, 36(S1): 406-410.
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”. 结构工程师 , 2016. 32(5): 59-65.
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)”. 海洋工程, 2016. 34(3): 140-150
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”. 南方能源建设, 2016, 3(1): 77-82,85.
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.
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.
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.
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.
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” .建筑结构学报，2014, 35(S1): 101-106. (EI: 20141817659994)
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”.建筑结构学报，2014, 35(S1): 71-76. (EI: 20141817659989)
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.
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.
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.
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.
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. 建筑结构学报, 2011，32(4)：63-71. （EI: 20112013990067）
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.
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. 建筑结构学报，2010, 31(S2)：270-274. (EI: 20102513031384)
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.
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.
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.
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.
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.
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.
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.
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.
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.
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