代表作如下：

[1] Bo Fu*, Fu-Tai Zhang. A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics. Applied Mathematical Modelling, 2022, 110: 513-541. (SCI)

[2] Bo Fu, Shi-Zhi Chen, Xin-Rui Liu and De-Cheng Feng*. A probabilistic bond strength model for corroded reinforced concrete based on weighted averaging of non-fine-tuned machine learning models. Construction and Building Materials, 2022, 318: 125767. (SCI)

[3] Bo Fu, Xinxin Wei*, Jin Chen and Sifeng Bi. Shear lag effects on pedestrian-induced vibration and TMD-based vibration control of footbridges. Structural Engineering International. (in press, SCI)

[4]Bo Fu, Huanjun Jiang and Jin Chen*. Substructure shake table testing of frame structure-damper system using model-based integration algorithms and finite element method: numerical study. Symmetry, 2021,13(9): 1739.(SCI)

[5]Bo Fu, De-Cheng Feng*. A machine learning-based time-dependent shear strength model for corroded reinforced concrete beams. Journal of Building Engineering, 2021, 36: 102118. (SCI)

[6]Bo Fu, Xinxin Wei*. An intelligent analysis method for human-induced vibration of concrete footbridges. International Journal of Structural Stability and Dynamics, 2021, 21(1): 2150013. (SCI)

[7] Bo Fu, Chinmoy Kolay, James Ricles, Huanjun Jiang, Tao Wu*. Stability analysis of substructure shake table testing using two families of model-based integration algorithms. Soil Dynamics & Earthquake Engineering, 2019, 126: 105777. (SCI)

[8] Bo Fu, Huanjun Jiang, Tao Wu*. Comparative studies of vibration control effects between structures with particle dampers and tuned liquid dampers using substructure shake table testing methods. Soil Dynamics & Earthquake Engineering, 2019, 121: 421-435. (SCI)

[9] Bo Fu*, De-Cheng Feng, Huanjun Jiang. A new family of explicit model-based integration algorithms for structural dynamic analysis. International Journal of Structural Stability and Dynamics, 2019, 19(5): 1950053. (SCI)

[10] Bo Fu, Huanjun Jiang, Tao Wu*. Experimental study of seismic reduction effects of particle damper using substructure shake table testing method. Structural Control & Health Monitoring, 2019, 26(2): e2295. (SCI)

[11] 傅博, 蒋欢军. 使用基于模型的积分算法的钢框架非线性时程分析. 土木工程学报, 2018, 51(S1): 58-64. (EI)

[12] 傅博, 蒋欢军. 使用Chang算法的剪切型子结构振动台试验方法及数值模拟. 地震工程与工程振动, 2018, 38(4): 172-179. (获优秀学术会议论文奖)

[13] 傅博, 蒋欢军. 具有高稳定性的剪切型子结构振动台试验. 同济大学学报（自然科学版）, 2017, 45(11): 1602-1610. (EI)

[14] 傅博, 蒋欢军. 使用新算法的剪切型子结构振动台试验稳定性. 同济大学学报（自然科学版）, 2016, 44(8): 1160-1165. (EI)

[15] Huanjun Jiang, Bo Fu*and Linzhi Chen. Constant-damage yield strength spectra for RC structures using modified Park-Ang damage model. Advances in Structural Engineering, 2015, 18(6): 837-851. (SCI)

[16] Huanjun Jiang*, Bo Fu, Xilin Lu and Linzhi Chen. Seismic damage assessment of RC members by a modified Park-Ang model. Advances in Structural Engineering, 2015, 18(3): 353-364. (SCI)

[17]Huanjun Jiang, Bo Fu*, Laoer Liu and Xiaowei Yin. Study on seismic performance of a super-tall steel-concrete hybrid structure. The Structural Design of Tall and Special Buildings, 2014, 23(5): 334-349. (SCI)

[18] Huanjun Jiang*, Bo Fu and Linzhi Chen. Damage-control seismic design of moment-resisting RC frame buildings. Journal of Asian Architecture and Building Engineering, 2013, 12(1): 49-56. (SCI，获Best Paper Award)