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汤昱川副教授长期从事核电站厂房及设备的地震风险分析、区域地震风险分析、土–结构系统动力反应分析和近场地震动特征识别等领域的研究。2000年清华大学土木工程系获学士学位,2005年美国University of Illinois at Urbana-Champaign硕士,2009年美国加州大学洛杉矶分校(UCLA)博士毕业。曾在美国AIR Worldwide公司开发商用巨灾风险模型,在Simpson Gumpertz & Heger公司对六个国家和地区近10座核电站进行地震易损度分析。发表SCI论文及国际会议论文20篇。美国加利福尼亚州注册工程师(PE)。
城市工程系统多灾害韧性智能评估平台与应用,国家重点研发计划项目,2022–2026.
核级活性炭纤维碘吸附器抗震鉴定,苏州热工院委托项目,2024–2025.
强震地震动模拟与空间化信息集成技术合作研发与应用示范,国家重点研发计划项目,2019–2022.
装配式混凝土结构“非等同现浇”抗震设计新理论研究,国家自然科学基金重点项目,2020–2023.
新型安全壳结构研发, 中广核工程公司委托项目,2020–2022.
核电安全壳LNG储罐预应力系统深化设计研究,欧维姆公司委托项目,2020–2024.
美国DiabloCanyon,IndianPoint,Oconee,Robinson核电站的概率地震风险分析,2014–2017.
美国国家自然科学基项目#0421577,NEESRSG: Seismic Behavior, Analysis and Design of Complex Wall Systems, 2004–2013.
1. Y. Tang, E. Tombas, and C. Li. Effect of nonlinear structural response on seismic fragility and risk of emergency power supply and distribution system in a nuclear power plant, Nuclear Engineering and Technology, 57:103486, 2025 (DOI: 10.1016/j.net.2025.103486).
2. Y. Tang, C. Cai, and Y. Xie.
Improved lumped parameter model for shear wall–frame structures with geometric and material nonlinearities, Journal of Building Engineering, 91:109633, 2024 (DOI: 10.1016/j.jobe.2024.109633).
3. Wu, C., Y. Tang, X. Cao, and G. Wu. Resilience-incorporated seismic risk assessment of precast concrete frames with “dry” connections, Earthquake Engineering and Engineering Vibration, 23(2):403–425, 2024 (DOI: 10.1007/s11803-024-2244-x).
4. Y. Tang, J.Wang, and G. Wu. Pulses in ground motions identified through surface partialmatching and their impact on seismic rocking consequence, EarthquakeEngineering & Engineering Vibration, 23(1):35–50,2024 (DOI: https://10.1007/s11803-024-2226-z).
5. Y. Tang, C. Wu, and J. Wang. A hybrid characterization framework for structure-significant pulse-like features in ground motions, Soil Dynamics & Earthquake Engineering, 160:107325, 2022 (DOI: 10.1016/j.soildyn.2022.107325).
6. Y. Tang, C. Wu, and G. Wu. Automated detection of velocity pulses in ground motions based on adaptive similarity search in response spectrum, Soil Dynamics & Earthquake Engineering, 149:106626, 2021 (DOI: 10.1016/j.soildyn.2021.106626).
7. F.F. Grant, Y. Tang, G.S. Hardy, and R. Kassawara. Seismic Damage Indicating Parameters at Nuclear Power Plants Affected by the 2011 Tohoku-Oki Earthquake and Plant Shutdown Criteria, Earthquake Spectra, 33(1):109–121, 2017 (DOI: 10.1193/042716EQS071M).
8. Y. Tang, Y. Yin, K.A. Hill, V. Katiyar, A. Nasseri, and T. Lai. Seismic Risk Assessment of Lisbon Metropolitan Area under a Recurrence of the 1755 Earthquake with Tsunami Inundation, 15th World Conference on Earthquake Engineering, Lisbon,Portugal, 24–28 Sept. 2012.
9. Y. Tang and J. Zhang. Probabilistic Seismic Demand Analysis of a Slender RC Shear Wall Considering Soil-Structure Interaction Effects,” Engineering Structures, 33(1):218–229, 2011 (DOI: 10.1016/j.engstruct.2010.10.011).
10. Y. Tang and J. Zhang. Response Spectrum-Oriented Pulse Identification and Magnitude Scaling of Forward Directivity Pulses in Near-Fault Ground Motions,” Soil Dynamics and Earthquake Engineering, 31(1):59–76, 2011 (DOI:10.1016/j.soildyn.2010.08.006).
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