出版专著：

1. 余倩倩，粘贴碳纤维增强复合材料改善焊接接头和含缺陷钢板的疲劳性能研究. 上海：同济大学出版社，2017. ISBN: 978-7-5608-7003-8（同济大学110周年“同济博士论丛”出版）

2. 会议论文集，陈建兵，余倩倩，彭勇波，工程结构性能演化与控制，上海，同济大学出版社，ISBN，978-7-5608-8854-5

3. 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)

发表论文：

[1]   Gu XL, Chen ZY, Yu QQ*, Ghafoori E. Stress recovery behavior of an Fe-Mn-Si shape memory alloy, Engineering Structures, 2021, 243: 112710.

[2]   Yu QQ*, Liu SQ*, Wang JJ, Xu ML, Zhang WX, Cheng LM, Zhu R. Effects of a contusion load on spinal cord with different curvatures Computer Methods in Biomechanics and Biomedical Engineering, 1-8.

[3]   Zhang WP, Chen JP, Yu QQ*, Gu XL. Corrosion evolution of steel bars in RC structures based on Markov chain modeling, Structural safety, 2021, 88: 102037.

[4]   Ren C, Wang HX, Huang YE, Yu QQ*. Post-fire mechanical properties of corroded grade D36 marine steel, Construction and Building Materials, 2020, 263: 120120.

[5]   Chen ZY, Li WT, Yu QQ*. Characterization of damage and healing of cement matrices based on fly ash under repeated loading, Journal of Materials in Civil Engineering, 2021, 33(1): 04020408.

[6]   Li WT, Jiang ZW*, Yu QQ. Multiple damaging and self-healing properties of cement paste incorporating microcapsules, Construction and Building Materials, 2020, 255: 119302.

[7]   Zhu R, Chen YH, Yu QQ, Liu SQ, Wang JJ, Zeng ZL, Cheng LM*. Effects of contusion load on cervical spinal cord: A finite element study, Mathematical Biosciences and Engineering, 2020, 17(3): 2272-2283.

[8]   Xie F, Chen J, Yu QQ*, Dong XL. Behavior of cross arms inserted in concrete-filled circular GFRP tubular columns, Materials, 2019, 12: 2280.

[9]   Yu QQ, Gu XL, Zhao XL, Zhang DM*, Huang HW, Jiang C. Characterization of model uncertainty of adhesively bonded CFRP-to-steel joints, Composite Structures, 2019, 215: 150-165.

[10] Li WT, Ling CW, Jiang ZW*, Yu QQ. Evaluation of the potential use of form-stable phase change materials to improve the freeze-thaw resistance of concrete, Construction and Building Materials, 2019, 203: 621-632.

[11]  Chen J, Zhang HP, Yu QQ*. Static and fatigue behavior of steel-concrete composite beams with corroded studs, Journal of Constructional Steel Research, 2019, 156: 18-27.

[12] Hu YJ, Jiang C*, Liu W, Yu QQ, Zhou YL. Degradation of the in-plane shear modulus of structural BFRP laminates due to high temperature, Sensors, 2018, 18: 3361.

[13] Yu QQ*, Gao RX, Gu XL, Zhao XL, Chen T. Bond behavior of CFRP-steel double-lap joints exposed to marine atmosphere and fatigue loading, Engineering Structures, 2018, 175: 76-85.

[14] Chen T, Gu XL*, Qi M, Yu QQ. Experimental study on fatigue behavior of cracked rectangular hollow section steel beams repaired with prestressed CFRP plates, Journal of Composites for Construction, 2018, 22(5): 04018034.

[15] Yu QQ, Wu YF*. Fatigue retrofitting of cracked steel beams with CFRP laminates, Composite Structures, 2018, 192: 232-244.

[16] Chen T, Hu L, Zhang NX, Yu QQ*. Boundary element analysis of fatigue behavior for CFRP-strengthened steel plates with center inclined cracks, Thin-Walled Structures, 2018, 125: 164-171.

[17] Zhang DM, Gu XL, Yu QQ*, Huang HW, Wan BL, Jiang C. Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty, Composite Structures, 2018, 185: 786-806.

[18] Yu QQ, Wu YF*. Fatigue behaviour of cracked steel beams retrofitted with carbon fibre–reinforced polymer laminates, Advances in Structural Engineering, 2018, 21(8): 1148-1161.

[19] Yu QQ*, Wu YF. Fatigue durability of cracked steel beams retrofitted with high strength materials, Construction and Building Materials, 2017, 155: 1188-1197.

[20] Yu QQ, Gu XL*, Li Y, Lin F. Collapse mechanism of reinforced concrete superlarge cooling towers subjected to strong winds, Journal of Performance of Constructed Facilities, 2017, 31(6): 04017101.

[21] Gu XL*, Yu QQ, Li Y, Lin F. Collapse process analysis of reinforced concrete super-large cooling towers induced by failure of columns, Journal of Performance of Constructed Facilities, 2017, 31(5): 04017037.

[22] Yu QQ, Wu YF*. Fatigue strengthening of cracked steel beams with different configurations and materials, Journal of Composites for Construction, 2017, 21(2): 04016093.

[23] Yu QQ, Chen T, Gu XL*, Zhao XL. Boundary element analysis of edge cracked steel plates strengthened by CFRP laminates, Thin-Walled Structures, 2016, 100: 147-157.

[24] Yu QQ, Gu XL*, Li Y, Lin F. Collapse-resistant performance of super-large cooling towers subjected to seismic actions, Engineering Structures, 2016, 108: 77-89.

[25] Yu QQ, Zhao XL*, Xiao ZG, Chen T, Gu XL. Evaluation of stress intensity factor for CFRP bonded steel plates, Advances in Structural Engineering, 2016, 17(12): 1729-1746.

[26] Yu QQ, Chen T*, Gu XL, Zhang NX. Fatigue behaviour of CFRP strengthened out-of-plane gusset welded joints with double cracks, Polymers, 2015, 7(9): 1617-1637.

[27] Yu QQ, Chen T, Gu XL*, Zhao XL, Xiao ZG. Boundary element analysis of fatigue crack growth for CFRP-strengthened steel plates with longitudinal weld attachments, Journal of Composites for Construction, 2015, 19(2): 04014044.

[28] Chen T, Qi M, Gu XL*, Yu QQ. Flexural strength of carbon fiber reinforced polymer repaired cracked rectangular hollow section steel beams, International Journal of Polymer Science, 2015, 2015: 204861.

[29] Yu QQ, Zhao XL*, Chen T, Gu XL, Xiao ZG. Crack propagation prediction of CFRP retrofitted steel plates with different degrees of damage using BEM, Thin-Walled Structures, 2014, 82: 145-158.

[30] Yu QQ, Zhao XL*, Al-Mahaidi R, Xiao ZG, Chen T, Gu XL. Tests on cracked steel plates with different damage levels strengthened by CFRP laminates, International Journal of Structural Stability and Dynamics, 2014, 14(6): 1450018.

[31] Yu QQ, Chen T, Gu XL*, Zhao XL, Xiao ZG. Fatigue behaviour of CFRP strengthened steel plates with different degrees of damage. Thin-Walled Structures, 2013, 69: 10-17.

[32] Chen T, Yu QQ, Gu XL*, Nie GH. Stress intensity factors (KI) of cracked non-load-carrying cruciform welded joints repaired with CFRP materials, Composites Part B: Engineering, 2013, 45(1): 1629-1635.

[33] Chen T*, Yu QQ, Gu XL, Zhao XL. 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.

[34] 陈振宇, 余倩倩*, 顾祥林. 形状记忆合金补强损伤钢板疲劳性能研究, 建筑结构学报, 2021, 42(S1): 411-417.

[35] 高瑞鑫, 余倩倩* (2018). “养护阶段环境作用对结构黏胶力学性能影响.” 《建筑结构学报》, 2018, 39(S1): 405-409.

[36] 余倩倩, 顾祥林, 陈涛, 张柠溪 (2016). “粘贴CFRP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, 37(S1): 406-410.

[37] 陈涛, 余倩倩, 顾祥林, 欧阳煜 (2010). “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, 31(S2): 270-274.