职称：助理研究员
电子邮件：hqu@tongji.edu.cn
研究领域：桥梁抗震、结构参数识别、振动信号处理
所属研究室：桥梁抗震研究室

主要学历：
2013.01-2018.05 Missouri University of Science and Technology 博士
2009.09-2012.07 同济大学 硕士
2005.09-2009.07 同济大学 学士
任职经历：
2019.08-至今 同济大学 助理研究员
2018.07-2019.07 Missouri University of Science and Technology 博士后
主要成果：
Hongya Qu, Tiantian Li, and Genda Chen. 'Synchro-squeezed adaptive wavelet transform with optimum parameters for arbitrary time series'Mechanical Systems and Signal Processing 114(2019): 366-377. (SCI/影响因子: 5.005)
Hongya Qu, Tiantian Li, and Genda Chen. 'Adaptive wavelet transform: definition, parameter optimization algorithms, and application for concrete delamination detection from impact echo responses' Structural Health Monitoring18.4 (2019): 1022-1039. (SCI/影响因子: 4.939)
Hongya Qu, Tiantian Li, John A. Cain, and Genda Chen. 'Early detection of wire fracture in 7-wire strands through multiband wavelet analysis of acoustic emission signals.' Engineering Structures207 (2020): 110227. (SCI/影响因子: 3.084)
Hongya Qu, Tiantian Li, and Genda Chen. 'Influence length of wire fracture and wire-to-wire interaction in helically wired strands under axial loads.' Journal of Bridge Engineering23, no. 1 (2018): **. (SCI/影响因子: 1.840)
Hongya Qu, Mengxing Li, Genda Chen, Lesley H. Sneed, and Neil L. Anderson. 'Multi-bandwidth wavelet transform of impact echo signals for delamination detection of thin concrete slabs.' Journal of Civil Structural Health Monitoring6, No. 4 (2016): 649-664. (SCI/影响因子: 0.935)
Hongya Qu, Tiantian Li, and Genda Chen. 'Multiple Analytical Mode Decompositions (M-AMD) for high accuracy parameter identification of nonlinear oscillators from free vibration.' Mechanical Systems and Signal Processing117 (2019): 483-497. (SCI/影响因子: 5.005)
Hongya Qu, Tiantian Li, and Genda Chen. 'Multiple Analytical Mode Decompositions for nonlinear system identification from forced vibration.” Engineering Structures173 (2018): 979-986. (SCI/影响因子: 3.084)
Hongya Qu, Tiantian Li, Zhiqiang Wang, Hongyi Wei, Jiawei Shen, and Hao Wang. 'Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study.' Engineering Structures154 (2018): 1-9. (SCI/影响因子: 3.084)
Zhongguo Guan, JianZhong Li, Wei Guo, and Hongya Qu*. 'Design and validation of a shaking-table test model on a long-span cable-stayed bridge with inverted-Y-shaped towers.' Engineering Structures201 (2019): 109823. (SCI/影响因子: 3.084/通讯作者)
Zhiqiang Wang, Tiantian Li, Hongya Qu*, Hongyi Wei, and Yongbo Li. 'Seismic Performance of Precast Bridge Columns with Socket and Pocket Connections Based on Quasi-Static Cyclic Tests: Experimental and Numerical Study.'Journal of Bridge Engineering24, no. 11 (2019): **. (SCI/影响因子: 1.840 /通讯作者)
Zhiqiang Wang, Tiantian Li, Hongya Qu*, Hongyi Wei, and Yang Zhang. 'Seismic performance comparison of precast segmental bridge girders with different cross sections and boundary conditions under vertical quasi-static cyclic testing: An experimental investigation.' Advances in Structural Engineering21 No. 12 (2018): 1936-1948. (SCI/影响因子: 1.320/通讯作者)
Tiantian Li, Hongya Qu, Zhiqiang Wang, Hongyi Wei, and Shichi Jiang. 'Seismic performance of precast concrete bridge columns with quasi-static cyclic shear test for high seismic zones'Engineering Structures 166 (2018): 441-453. (SCI/影响因子: 3.084)
Zhiqiang Wang, Hongya Qu, Tiantian Li, Hongyi Wei, Hao Wang, Hongliang Duan, and Haixi Jiang. 'Quasi-static cyclic tests of precast bridge columns with different connection details for high seismic zones.' Engineering Structures 158 (2018): 13-27. (SCI/影响因子: 3.084)
Hongya Qu, Tiantian Li, and Genda Chen. 'Adaptive Wavelet Transform.' 美国国家专利：TXu 2-122-245. Effective Date of Registration: Oct. 29, 2018.