研究方向Research Directions
桥梁抗震,健康监测,系统识别
2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行2. 机电结构优化与控制 研究内容：在对机电结构进行分析和优化的基础上，运用控制理论进行结构参数的调整，使结构性能满足设计要求。1. 仿生结构材料拓扑优化设计, 仿生机械设计 研究内容：以仿生结构为研究对象，运用连续体结构拓扑优化设计理论和方法，对多相仿生结构(机构)材料进行整体布局设计。 整体布局设计。
项目情况
国家自然科学基金项目：基于振动台试验的桥梁参数高精度识别与非线性动力模型修正研究，负责人上海市自然科学基金面上项目：基于振动台试验的城市桥梁高精度参数与损伤识别研究 ，负责人上海市浦江人才计划项目：基于动、静力联合试验的预制拼装桥梁地震损伤智能评估研究，负责人国家国家重点研发(青年)项目：线型桥隧交通基础设施结构安全智能诊断基础科学问题 子课题：考虑多源异构数据融合的高精度结构损伤识别理论研究，负责人国家国家重点研发项目：复杂地形近断层桥址区地震动时空分布特性与桥梁多维度风险预测评估 子课题：川藏铁路桥梁地震多维度风险预测评估系统及应用示范，负责人桥梁抗震研究项目：超大跨度悬索桥地震设防体系与抗震性能分析（主跨2300m张靖皋长江大桥），参与人
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2024
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科研项目
国家自然科学基金项目：基于振动台试验的桥梁参数高精度识别与非线性动力模型修正研究，负责人上海市自然科学基金面上项目：基于振动台试验的城市桥梁高精度参数与损伤识别研究 ，负责人上海市浦江人才计划项目：基于动、静力联合试验的预制拼装桥梁地震损伤智能评估研究，负责人国家国家重点研发(青年)项目：线型桥隧交通基础设施结构安全智能诊断基础科学问题 子课题：考虑多源异构数据融合的高精度结构损伤识别理论研究，负责人国家国家重点研发项目：复杂地形近断层桥址区地震动时空分布特性与桥梁多维度风险预测评估 子课题：川藏铁路桥梁地震多维度风险预测评估系统及应用示范，负责人桥梁抗震研究项目：超大跨度悬索桥地震设防体系与抗震性能分析（主跨2300m张靖皋长江大桥），参与人
研究成果
[1] Hongya Qu, Tiantian Li, and Genda Chen."Synchro-squeezed adaptive wavelet transform with optimum parameters forarbitrary time series." Mechanical Systems and Signal Processing 114(2019): 366-377. (SCI：行业顶刊)[2] Hongya Qu, Tiantian Li, and Genda Chen. "Adaptivewavelet transform: Definition, parameter optimization algorithms, andapplication for concrete delamination detection from impact echoresponses." Structural Health Monitoring 18, no. 4(2019): 1022-1039. (SCI：行业顶刊)[3] Hongya Qu, Tiantian Li, John A. Cain, and Genda Chen."Early detection of wire fracture in 7-wire strands through multibandwavelet analysis of acoustic emission signals." EngineeringStructures 207 (2020): 110227. (SCI)[4] Hongya Qu, Tiantian Li, and Genda Chen. "Influencelength of wire fracture and wire-to-wire interaction in helically wired strandsunder axial loads." Journal of Bridge Engineering 23, no.1 (2018): 04017110. (SCI)[5] Hongya Qu, Mengxing Li, Genda Chen, Lesley H. Sneed, andNeil L. Anderson. "Multi-bandwidth wavelet transform of impact echosignals for delamination detection of thin concrete slabs." Journalof Civil Structural Health Monitoring 6, no. 4 (2016): 649-664. (SCI)[6] Hongya Qu, Genda Chen, and Yiqing Ni. "Big dataextraction with adaptive wavelet analysis." In Sensors and SmartStructures Technologies for Civil, Mechanical, and Aerospace Systems 2015,vol. 9435, p. 94350V. International Society for Optics and Photonics, 2015.(SCI)[7] Hongya Qu, Titantian Li, and Genda Chen."Synchro-Squeezed Adaptive Wavelet Transform and its Application to ImpactEcho Signals for Pavement Defect Detection." 2019.[8] Hongya Qu, Tiantian Li, J. Alexander Cain, and GendaChen. "Bridge Cable Fracture Detection with Acoustic Emission Tests."NDE/NDT for Highways & Bridges: SMT 2016, pp. 38-41. 2016.[9] Hongya Qu, Tiantian Li, J. A. Cain, and Genda Chen."Prognosis of Wire Fracture through Adaptive Wavelet Analysis of AcousticSignals." 8th International Conference on Structural Health Monitoring ofIntelligent Infrastructure. 2017.[10] Abdullah Alhaj, Hongya Qu*,Haibin Zhang, Genda Chen, Neil Lennart Anderson, and Evgeniy V. Torgashov."Evaluations of GPR and PSPA Surveying on Top and Bottom Surfaces of aReinforced Concrete Bridge Deck." 9th International Conference onStructural Health Monitoring of Intelligent Infrastructure. 2019.[11] Abdullah Alhaj, Hongya Qu*,Haibin Zhang, Genda Chen, Neil Lennart Anderson, and Evgeniy V. Torgashov."Evaluations of Multiple Non-Destructive Techniques on Top and BottomSurfaces of a Reinforced Concrete Bridge Deck." INSPIRE-UTC AnnualMeeting. 2019.[12] Hongya Qu, Tiantian Li, andGenda Chen. "Adaptive Wavelet Transform." 美国国家软件著作权：TXu 2-122-245. Effective Date of Registration: Oct. 29, 2018.[13] Hongya Qu, Tiantian Li, Ruilong Wang, Jianzhong Li,Zhongguo Guan, and Genda Chen. "Application of adaptive wavelet transformbased multiple analytical mode decomposition for damage progressionidentification of Cable-Stayed bridge via shake table test." MechanicalSystems and Signal Processing 149 (2021): 107055. (SCI: 行业顶刊)[14] Hongya Qu, Tiantian Li, and Genda Chen. "Multipleanalytical mode decompositions (M-AMD) for high accuracy parameteridentification of nonlinear oscillators from free vibration." MechanicalSystems and Signal Processing 117 (2019): 483-497. (SCI: 行业顶刊)[15] Hongya Qu, Tiantian Li, and Genda Chen. "Multipleanalytical mode decompositions for nonlinear system identification from forcedvibration." Engineering Structures 173 (2018): 979-986.(SCI)[16] Hongya Qu, An Chang, Tiantian Li, and Zhongguo Guan. "Synchro-squeezedadaptive wavelet transform-based optimized multiple analytical modedecomposition: parameter identification of cable-stayed bridge under earthquakeinput." Buildings 12, no.8 (2022): 1285. (SCI)[17] Zhongguo Guan, Jianzhong Li, Wei Guo, and Hongya Qu*. "Design and validation of a shaking-tabletest model on a long-span cable-stayed bridge with inverted-Y-shapedtowers." Engineering Structures 201(2019): 109823. (SCI)[18] 屈宏雅，李正. 结构非线性动力时变响应参数识别软件. 软件著作权，2024SR0355342，原始取得，全部权利, 2023-11-15.[19] Zhiqiang Wang, Jiyan Zhang, Hao Lv, Xingfei Yan, Tiantian Li, and HongyaQu*. "Seismic performance of short precast bridge columns withgrouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclictest and analytical estimation." Soil Dynamics and EarthquakeEngineering 165 (2023): 107659. (SCI)[20] Zhongguo Guan, Jianzhong Li, and Hongya Qu*. "Shaketable test and numerical study on a capable and resilient lateral seismicisolation system for long-span cable-stayed bridges." Soil Dynamics andEarthquake Engineering 164 (2023): 107629. (SCI)[21] Hongya Qu, Hao Lv, Tao Zhang, Tiantian Li, and Zhiqiang Wang. "Experimentalstudy and theoretic analysis of shear failure mechanism for short precastbridge columns with grouted splice sleeve (GSS) connectors under direct shearload." Engineering Structures 272 (2022): 115010. (SCI)[22] Penghui Zhang, Wancheng Yuan, Zhiqiang Wang, and Hongya Qu*."Cost-based optimum design of the earthquake-resistant system forcontinuous skew overpasses." Structures 45 (2022): 2051-2066. (SCI)[23] Zhiqiang Wang, Penghui Zhang, Jiyan Zhang, Tiantian Li, Xingfei Yan, andHongya Qu*. "Seismic performance comparison of precastbridge columns with different shear span-to-depth ratios and connection designsvia quasi-static cyclic test." Journal of Bridge Engineering 27,no. 10 (2022): 04022094. (SCI)[24] Zhiqiang Wang, Chengjun Wu, Tiantian Li, Wei Xiao, Hongyi Wei, and HongyaQu*. "Experimental study on the seismic performance of improvedgrouted corrugated duct connection (GCDC) design for precast concrete bridgecolumn." Journal of Earthquake Engineering 26, no. 5 (2022):2469-2490. (SCI)[25] Hongya Qu, Chengjun Wu, Tiantian Li, Jixing Fu, and Zhiqiang Wang."Comparison of experimental approaches for seismic performance evaluationof bridge piers with high strength self-consolidating concrete towardspractical engineering application." Engineering Structures 243(2021): 112665. (SCI/Q1)[26] Hongya Qu, Jixing Fu, Tiantian Li, Chengjun Wu, Xianfeng Sun, Hongyi Wei, andZhiqiang Wang. "Experimental and numerical assessment of precast bridgecolumns with different grouted splice sleeve coupler designs based on shaketable test." Journal of Bridge Engineering 26, no. 8 (2021):04021055. (SCI/Q2)[27] Zhiqiang Wang, Tiantian Li, Hongya Qu*, Hongyi Wei, andYongbo Li. "Seismic performance of precast bridge columns with socket andpocket connections based on quasi-static cyclic tests: Experimental andnumerical study." Journal of Bridge Engineering 24, no. 11 (2019):04019105. (SCI/Q2)[28] Hongya Qu, Tiantian Li, Zhiqiang Wang, Hongyi Wei,Jiawei Shen, and Hao Wang. "Investigation and verification on seismicbehavior of precast concrete frame piers used in real bridge structures:Experimental and numerical study." Engineering Structures 154(2018): 1-9.（SCI）[29] Zhiqiang Wang, Chengjun Wu, Tiantian Li, Wei Xiao, Hongyi Wei, and Hongya Qu*. "ExperimentalStudy on the Seismic Performance of Improved Grouted Corrugated Duct Connection(GCDC) Design for Precast Concrete Bridge Column." Journal of EarthquakeEngineering (2020): 1-22. （SCI）[30] Zhiqiang Wang, Tiantian Li, HongyaQu*, Hongyi Wei, and Yongbo Li. "Seismic performance of precastbridge columns with socket and pocket connections based on quasi-static cyclictests: Experimental and numerical study." Journal of BridgeEngineering 24, no. 11 (2019): 04019105. （SCI）[31] Zhiqiang Wang, Tiantian Li, HongyaQu*, Hongyi Wei, and Yang Zhang. "Seismic performance comparisonof precast segmental bridge girders with different cross sections and boundaryconditions under vertical quasi-static cyclic testing: An experimentalinvestigation." Advances inStructural Engineering 21, no. 12 (2018): 1936-1948. （SCI）[32] Zhiqiang Wang, Hongya Qu,Tiantian Li, Hongyi Wei, Hao Wang, Hongliang Duan, and Haixi Jiang."Quasi-static cyclic tests of precast bridge columns with differentconnection details for high seismic zones." Engineering Structures 158(2018): 13-27. （SCI）[33] Li, Tiantian, Hongya Qu,Zhiqiang Wang, Hongyi Wei, and Shichi Jiang. "Seismic performance ofprecast concrete bridge columns with quasi-static cyclic shear test for highseismic zones." Engineering Structures 166 (2018):441-453. （SCI）[34] 屈宏雅*、肖纬、李田田. 基于新型波纹管连接构造的预制拼装桥墩地震破坏机理的试验研究[J]. 地震工程与工程振动, 2020, v.40(05):195-200.[35] 李清璇，李玉浩，屈宏雅. 一种防桥梁支座水平位移的滑移块结构. 发明专利, 2022-06-24, CN202011036261.0.[36] 中华人民共和国住房和城乡建设部行业标准《城市桥梁抗震设计规范》2021修编（CJJ 166），已报批[37] 上海市工程建设规范地方标准《预制拼装桥梁技术标准》（DG∕TJ 08-2160），已实施[38] 上海市交通委员会地方标准《桥梁抗震设计标准》（DG/TJ 08-2440-2023），已实施[39] 刘攀，屈宏雅. 地震动反应谱参数时域匹配软件（TD-RSM）. 软件著作权，2023SR1655137，原始取得，全部权利, 2023-10-07.
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