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傅博
2023-05-06 12:42
  • 傅博
  • 傅博 - 副教授-长安大学-建筑工程学院-个人资料

近期热点

资料介绍

个人简历


2012年3月~2017年6月:同济大学结构工程专业博士研究生,导师:蒋欢军教授
2013年9月~2015年8月:美国Lehigh University联合培养博士生,导师:James Ricles 教授
2010年9月~2012年3月:同济大学结构工程专业硕士研究生,导师:蒋欢军教授
2006年9月~2010年7月:合肥工业大学土木工程专业本科生

研究领域


1. 数值积分算法
2. 子结构振动台试验方法
3. 高层建筑结构抗震性能评估
4. 基于性能的建筑结构抗震设计

近期论文


[1] 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)
[2] 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)
[3] 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)
[4] 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)
[5] Bo Fu, Huanjun Jiang, Tao Wu. Nonlinear error propagation analysis for a new family of model-based integration algorithm for pseudodynamic tests. Sustainability, 2018, 10(8): 2846. (SCI)
[6] 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)
[7] 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)
[8] 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)
[9] 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)
[10] 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)
[11] 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)
[12] 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)
[13] 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)

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