• [1] 国家自然科学基金委员会，面上项目，52578602，大跨索承桥梁强/台风效应随机演化模型与性能设计方法研究，，2026-01至2029-12，在研，主持

1. [2] 上海市科学技术委员会，自然科学基金（青年项目），25ZR1402494，二索支承柔性光伏支架颤振演化机制与优化控制，2025-07至2028-06，在研，主持
2. [3] 中国科协第九届中国科协青年人才托举工程项目，2024-01至2026-12，在研，主持
3. [4] 国家自然科学基金委员会，青年项目，52108469，大跨度桥梁台风灾变的气候变化影响与极端效应分析，2022-01至2024-12，结题，主持
4. [5]上海市科学技术委员会，浦江人才计划（A类），20PJ1413600，气候变化背景下台风极端风荷载及其大跨柔性桥梁风效应研究，2020-11至2022-10，结题，主持
5. [6] 上海市教育委员会，晨光计划（A类），22CGA21，跨海桥梁台风多重致灾因子极端荷载与关键效应研究，2023-1至2024-12，在研，主持
6. [7] 国家重点研发计划：大跨公路桥梁涡激共振防控关键技术及装备（项目）（2022YFC3005300），桥梁复杂模态参数识别及大振幅、宽频带大型激振装备研发（课题）（2022YFC3005302），子课题负责人
7. [8] 同济大学自主原创基础研究项目，22120220577，超大跨桥梁主动气动翼板颤振控制理论与方法，2022-11至2024-10，结题，主持
8. [9] 教育部“春晖计划”合作科研项目，202201027，中国大陆地区龙卷风数据库构建与极端风荷载模拟，2023-1至2024-12，在研，主持
9. [10] 桥梁结构抗风技术交通行业重点实验室（上海）自主研究课题青年基金，KLWRTBMC-07，台风作用下大跨桥梁抖振分析的数据驱动算法，2021-09至2022-09，结题，主持

[1]     Fang G. S., Wang J. Q., LiS., Zhang S. B., 2016. Dynamic characteristics analysis of partial-interactioncomposite continuous beams. Steel and Composite Structures,21(1): 195-216.

[2]      Fang G. S., Zhao L., CaoS. Y., Ge Y. J., Pang W., 2018. A novel analyticalmodel for wind field simulation undertyphoon boundary layer considering multi-field parameters correlation, Journal of WindEngineering and IndustrialAerodynamics, 175: 77-89.

[3]     Fang G. S., Zhao L., Song L. L., Liang X. D., Zhu L. D.,Cao S. Y., Ge Y. J., 2018. Reconstruction of radial parametric pressure fieldnear ground surface of landing typhoons in northwest Pacific Ocean. Journal ofWind Engineering and Industrial Aerodynamics, 183: 223-234.

[4]     Fang G. S., Zhao L., Cao S. Y., Ge Y. J., Li K.,2019. Gust characteristics of near-ground typhoon winds. Journal of WindEngineering and Industrial Aerodynamics, 188: 323-337.

[5]     Fang G. S., Cao J. X.,Yang Y. X., Zhao L., Ge Y. J., 2020. Experimental uncertainty quantification offlutter derivatives for a P-K section girder and its application on probabilisticflutter analysis. Journal of Bridge Engineering, ASCE,25(7): 04020034.

[6]     Fang G. S., Zhao L., ChenX., Cao J. X., Cao S. Y., Ge Y. J., 2020. Normal and typhoon wind loadings on alarge cooling tower: a comparative study. Journal of Fluid and Structures, 95: 102938.

[7]     Fang G. S., Zhao L., Cao S.Y., Zhu L. D., Ge Y. J., 2020. Estimation of tropical cyclone wind hazardsin coastal regions of China. Natural Hazards and Earth System Sciences (NHESS),20: 1617-1637.

[8]     Fang G. S., Pang W., ZhaoL., Rawal P., Cao S. Y., Ge Y. J., 2021. Toward a refined estimation of typhoonwind hazards: parametric modeling and upstream terrain effects. Journal of WindEngineering and Industrial Aerodynamics, 209: 104460.

[9]  Liu P., Zhao L.,Fang G. S., Ge Y. J., 2021. Explicit polynomial regression models ofwind characteristics and structural effects on a long-span bridge utilizingonsite monitoring data. Structural Control and Health Monitoring, e2705.

[10]  Fang G. S., Pang W., ZhaoL., Cui W., Zhu L. D., Cao S. Y., Ge Y. J., 2021. Extreme typhoon wind speed mappingfor coastal region of China: a geographically-weighted-regression-based circularsubregion algorithm. Journal of Structural Engineering, 147(10): 04021146.

[11]  Liu S. Y., Zhao L., Fang G. S., Hu C. X., Ge Y. J., 2021. Investigation onaerodynamic force nonlinear evolution for a central-slotted box girder undertorsional vortex-induced vibration. Journal of Fluid and Structures, 106: 103380.

[12]  Liu S. Y., Zhao L., Fang G. S., Hu C. X., Ge Y. J., 2022. Nonlinearcharacteristics and modeling of self-excited forces for a quasi-flat plate inthe torsional degree of freedom: effects of the angle of attack and vibrationamplitude. Nonlinear Dynamics, 107: 2027–2051.

[13]  Fang G. S., Pang W., ZhaoL., Xu K., Cao S. Y., Ge Y. J., 2022. Tropical-cyclone-wind-induced flutter failureanalysis of long-span bridges. Engineering Failure Analysis, 132: 105933.

[14]  Xu K., Dai Q., Bi K. M., Fang G. S., Zhao L., 2022. Multi-modevortex-induced vibration control of long-span bridges by using distributedtuned mass damper inerters (DTMDIs). Journal of Wind Engineering and IndustrialAerodynamics, 224: 104970.

[15]  Xu K., Dai Q., Bi K. M., Fang G. S., Ge Y. J., 2022. Closed-formdesign formulas of TMDI for suppressing vortex-induced vibration of bridgestructures. Structural Control and Health Monitoring, 29: e3016.

[16]  Yi G. X., Pan J.J., Zhao L., Song L. L., Fang G. S., Cui W., Ge Y. J., 2022.Profiles of mean wind and turbulence intensity during strong typhoon landfall.Journal of Wind Engineering and Industrial Aerodynamics, 228: 105106.

[17]  Liu Z. H., FangG. S.*, Zhao L., Cao S. Y., Ge Y. J., 2022. A case study of gust factorcharacteristics for typhoon Morakat observed by distributed sites. Wind andStructures, 35(1): 21-34.

[18]  Fang G. S., Wei M. M., ZhaoL., Xu K., Cao S. Y., Ge Y. J., 2022. Site- and building height-dependentdesign extreme wind speed vertical profile of tropical cyclone. Journal ofBuilding Engineering, 62: 105322.

[19]  Liu Z. H., Fang G. S.*, Hu X. N., Xu K., Zhao L., Ge Y. J.,2022. Stochastic power spectra models for typhoon and non-typhoonwinds: a data-driven algorithm. Journal of Wind Engineering and IndustrialAerodynamics, 231: 105214.

[20]  Hu X. N., Fang G. S.*, Yang J. Y., Zhao L., Ge Y. J., 2023. Simplifiedmodels for uncertainty quantification of extreme events using Monte Carlotechnique. Reliability Engineering and System Safety, 230: 108935.

[21]  Li K., Yang Q. S., Wang X., Li S. P., Hui Y., Fang G. S., QianG. W., 2024. The impact of the wind attack angle on a typicalbridge deck’s flutter behavior by the distributed aerodynamic characteristics method.Journal of Vibration and Control, 30(3-4): 727–739.

[22]  Ma T., Cui W., ZhaoL., Ding Y., Fang G. S., Ge Y. J., 2023. Extreme wind speed predictionin mountainous area with mixed wind climates. Stochastic Environment Researchand Risk Assessment, 37: 1163-1181.

[23]  Li Z., Xu K., Ma R., Fang G. S., Han Q., 2023. Vibration controlof irregular bridges using spatially distributed TMD-type counterweights. InternationalJournal of Structural Stability and Dynamics, 2350127.

[24]  Wei M. M., FangG. S.*, Zhao L., Wang Z. C., Wang J., Cao S. Y., Ge Y. J., 2023. Comparativestudy of typhoon wind hazard estimation in coastal region of China usingdifferent wind field parameter models. Journal of Wind Engineering andIndustrial Aerodynamics, 236: 105398.

[25]  Zheng J., FangG. S.*, Wang Z. L., Zhao L., Ge Y. J., 2023. Shape optimization ofclosed-box girder considering dynamic and aerodynamic effects on flutter: aCFD-enabled and Kriging surrogate-based strategy. Engineering Applications ofComputational Fluid Mechanics, 17: 1, 2191693.

[26]  Xu S. Y., FangG. S.*, Zhao L., Ge Y. J., Zhang J. F., 2023. Aerodynamic and aerostatic performanceof a long-span bridge with wide single box girder installed with vertical and horizontalstabilizers. Journal of Structural Engineering, 149(8): 04023106.

[27]  Wang Z. L., ZhaoL., Chen H. L., Fang G. S., Li K., Ge Y. J., 2023. Flutter control of activeaerodynamic flaps mounted on streamlined bridge deck fairing edges: an experimentalstudy. Structural Control and Health Monitoring, 997003.

[28]  Liu Z. H., Fang G. S.*, Zhao L., Ge Y. J., 2023. Uncertaintypropagation of turbulence parameters for typhoon and non-typhoon winds inbuffeting analysis of long-span bridges. Engineering Structures, 291: 116491.

[29]  Xu S. Y., FangG. S.*, Øiseth O., Zhao L., Ge Y. J., 2023. Experimental study ondistributed aerodynamic forces of parallel box girders with various slot widthratios and aerodynamic countermeasures during vortex-induced vibration. Journalof Wind Engineering and Industrial Aerodynamics, 240: 105493.

[30]  Fang G. S., Liu Z. H., PangW., Zhao L., Xu K., Cao S. Y., Ge Y. J., 2024. Probabilistic gust factor modelof typhoon winds. Journal of Structural Engineering, 150(1): 04023205.

[31] Xu S. Y., FangG. S.*, Zhang M. J., Øiseth O., Zhao L., Ge Y. J., 2023. Optimization oftuned mass dampers for multiple mode vortex-induced vibration mitigation inflexible structures: an application to multi-span continuous bridge. MechanicalSystems and Signal Processing, 205: 110857.

[32]  Hu X. N., Fang G. S.*, Ge Y. J., 2024. Uncertaintypropagation of flutter derivatives and structural damping in buffetingfragility analysis of long-span bridges using surrogate models. StructuralSafety, 106: 102410.

[33]  Wei M. M., Fang G. S.*, Ge Y. J., 2023. Tropical cyclonegenesis prediction based on support vector machine considering effects ofmultiple meteorological parameters. Journal of WindEngineering and Industrial Aerodynamics, 236: 105398.

[34]  Zhao L., Wang Z. L.*, Fang G. S.*, Zheng J., Li K., Ge Y. J.,2024. Flutter performance simulation on streamlined bridge deckwith active aerodynamic flaps. Computer-Aided Civil and InfrastructureEngineering, 1-21.

[35]  Wang Z. L., ZhaoL., Fu Y. H., Fang G. S., Cui W., Li K., Ge Y. J., 2024. Flutter controloptimization for a 5000 m suspension bridge with active aerodynamic flaps: aCFD-enabled strategy. Engineering Structures, 303: 117457.

[36] Ge Y. J., Wen Z.P., Fang G. S.*, Lou W. J., Xu H. W., Wang G. J., 2024. Explicitsolution framework and new insights of 3-DOF linear flutter considering variousfrequency relationships. Engineering Structures,307: 117883. (ESI高被引)

[37]  Liu S. Y., LiuJ. J.*, Fang G. S.*, Zhao L., Ge Y. J., Xu S. Y., Li K., 2024. Effects ofwind-induced static angle of attack on flutter performance of long-span bridgesusing 2D bimodal and 3D multimodal analysis. Structures, 63: 106354.

[38]  Hu X. N., Fang G. S.*, Ge Y. J., 2024. Simplifiedmodels of wind-wave relationships in China's shallow-water coasts based onSWAN+ADCIRC simulations. Ocean Engineering, 305: 117983.

[39] Wen S. X., FangG. S.*, Chang Y., Zhao L., Ge Y. J., 2024. Probabilityanalysis of rain-wind induced vibration of stay cables due to tropical cyclone.Journal of Wind Engineering and Industrial Aerodynamics, 305: 117983.

[40] Cheng Y., FangG. S.*, Zhao L., Hong X., Ge Y. J., 2024. Uncertainty propagation offlutter analysis for long-span bridges using probability density evolutionmethod. Reliability Engineering and System Safety, 251: 110361.

[41]  Hu X. N., Fang G. S.*, Ge Y. J., 2024. JointProbability Analysis and Mapping of Typhoon-induced Wind, Wave, and SurgeHazards along Southeast China. Ocean Engineering.

[42]  Wei M. M., Fang G. S.*, Nikitas, N., Ge Y. J., 2024. Machine-learning-basedtropical cyclone wind field model incorporating multiple meteorologicalparameters. Journal of Wind Engineering and IndustrialAerodynamics, 255: 105936.

[43]  Wen Z. P., LouW. J*., Fang G. S., Wu H. H., Xu H. W., Yang Y. X., Ge Y. J., 2024. Mechanismof eccentricity influence on 3-DOF aerodynamic stability: New insights intoinstability evolution, energy harvesting, and vibration control. EngineeringStructures, 319: 118779.

[44]  Zhou R., DongX., Fang G. S.*, Yang, Y. X., Ge Y. J., Xu H. J., Wu Y. F., 2024. FlutterSuppression Effects of Movable Vertical Stabilizers on Suspension Bridges WithSteel Box Girders, Structural Control and Health Monitoring.

[45]  Xu S., Petersen, Ø.W., Fang G. S.*, Øiseth, O., Ge, Y., 2025. Vortex-inducedforce and multimodal state estimation in long-span bridges: A physics-informedexponential-periodic latent force model approach, Mechanical Systems and SignalProcessing, 225: 112258. (ESI高被引)

[46]  Zhao L., Wang Z.L., Fang G. S.*, Cui W., Li K., and Ge Y., 2025. Vortex-inducedvibration control of 5:1 rectangular cylinder with an attached active splitterplate based on open-loop control method, Physics of Fluids.

[47]  Wu S., FangG. S.*, Ge Y. J., Wen Z. P., Zhou R., Xu K., Xu S. Y., 2025. Performance ofDifferent Damping Devices for Mitigating Vortex-Induced Vibration of Long SpanBridges: A Comparative Study, International Journal of Structural Stability andDynamics, 2650137.

[48]  Cheng Y., Fang G. S., Cui W., Li Y. L., Zhao L.*, 2025. Nonlinearflutter critical state prediction for a bridge girder based on instantaneouspower balance principle. Engineering Structures, 326: 119526.

[49]  Xu K.*, Li Z. C., Ren S. M., Fang G. S., Bi K. M., Han Q., 2025.Enhancing the flutter performance of long-span bridgesthrough using inerter-based dynamic vibration absorbers. Engineering Structures,328: 119733.

[50]  Wen Z. P., FangG. S.*, Ge Y. J., Chen Z. S., Wang G. J., 2025. Evolution mechanism ofmotion modality in three-degree-of-freedom flutter for engineering structureswith various frequency relationships. Physics of Fluids, 37(4): 047116.

[51]  Wen Z. P., Fang G. S.*, Ge Y. J., 2025. Practicalflutter speed formulas for structures with mass unbalance. InternationalJournal of Mechanical Sciences, 291-292: 110182.

[52]  Wen S. X., FangG. S.*, Zhao, L., Ge Y. J., Chen X., 2025. Estimation of TropicalCyclone-induced Wind, Rainfall and Wave Multi-Hazards for Selected CoastalCities in China. Journal of Structural Engineering, 151(5): 04025039.

[53]  Wen Z. P., FangG. S.*, Wang J. J., Ge Y. J., Li S. P., 2025. Practical flutter speedformulas for flexible structures considering all torsional-to-verticalfrequency ratios. Journal of Wind Engineering and Industrial Aerodynamics, 261:106085.

[54]  Zhao L., Ding Y. J., Cui W.*, Fang G. S., Huang M. F., 2025. NonstationaryCharacteristics of Short-Rise-Time Gusts in a High-Altitude Deep-Cut Canyon. Journalof Structural Engineering, 151(7): 04025091.

[55]  Ge Y., Zheng L. Q., Deng Z. Z., Fang G. S.*, 2025. Parametricdesign and numerical analysis of super long span upper-support thrust-bearingconcrete arch bridge. Advances in Bridge Engineering, 6(1): 6.

[56]  Liu Z. H., Fang G. S.*, Nikitas N., Lan Y. Z., Zhao L., Ge Y.J., 2025. Risk-targeted design wind speeds formulti-level aerodynamic performances of long-span bridges: A real data-informedcase study. Structural Safety, 117: 102637.

[57]  Liu Z. H., FangG. S.*, Zhao L., Ge Y. J., Nikitas N., Dong R., 2025. Wind Characteristicsand Deck Vibration of Xihoumen Bridge During Strong Typhoon Muifa. Journal of StructuralEngineering.

[58]  Fang G. S., Wang G. J., WenZ. P.*, Li C., Li K., Yang Y. X., Ge Y. J., 2025. New insights into bridgeflutter evolution: Flutter type classification, phase difference, amplituderatio, and torsional center. Physics of Fluids, 37: 097146.

[59]  方根深, 杨詠昕, 葛耀君, 周志勇. 半开口分离双箱梁涡振性能及其气动控制措施研究, 土木工程学报, 2017, 50(3): 74-82.

[60]  方根深, 杨詠昕, 葛耀君. 大跨度桥梁PK箱梁断面颤振性能研究, 振动与冲击, 2018, 37(9):25-31.

[61]  方根深, 赵林, 梁旭东, 宋丽莉, 朱乐东, 葛耀君. 基于强台风“ 黑格比”的台风工程模型场参数在中国南部沿海适用性研究, 建筑结构学报, 2018, 39 (2):106-113.

[62]  方根深, 赵林, 宋丽莉, 葛耀君. 基于多场参数相关台风工程模型的上海地区台风设计风环境研究, 建筑结构学报, 2019, 40 (7):13-22.

[63]  赵林, 杨绪南, 方根深, 崔巍, 宋丽莉, 葛耀君. 超强台风山竹近地层外围风速剖面演变特性现场实测, 空气动力学学报, 2019, 37 (1): 43-54.

[64]  方根深, WeichiangPang, 赵林, 曹曙阳, 葛耀君. 我国东南沿海台风极值风速预测与区划图构建, 土木工程学报, 2021, 54 (7): 43-53.

[65]  方根深, 赵林, 卫苗苗, 李珂, 葛耀君. 沿海典型大跨桥梁桥址区台风极端风荷载预测与应用, 同济大学学报, 2021, 49(10):1390-1398.

[66]  赵林, 程樾, 刘圣源, 方根深, 崔巍, 葛耀君. 桥梁主梁颤振临界风速预测的瞬时功率平衡算法, 土木工程学报, 2024.

[67]  顾水涛, 钟胜, 李珂, 刘敏, 方根深. 基于本构均一化理论的多层复合材料流固耦合等效分析方法, 河海大学学报, 2022.

[68]  刘继久, 刘圣源, 方根深*, 程樾, 徐胜乙, 赵林, 葛耀君, 2024. 流线型闭口箱梁大攻角颤振性能及演变机理研究. 中国公路学报, 36(11): 432-440.

[69]  胡小浓, 方根深*，赵林，葛耀君, 2023. 基于Monte Carlo方法的极值风速估计误差分析及其应用, 建筑结构学报, 2023, 44(3):175-184.

[70]  赵林, 方根深*，展艳艳，陈逸群，葛耀君. 基于试验设计与代理模型的中央开槽箱梁气动外形优化方法, 桥梁建设, 2023, 52(6).

[71]  徐胜乙, 方根深*, 赵林, 葛耀君. 双幅钢箱梁竖弯涡振气动力演变特性, 振动工程学报, 2024.

[72]  赵林, 王达, 方根深, 崔巍, 葛耀君. 流线箱梁弯扭耦合气动力非线性特性与颤振行为预测, 中国公路学报, 2024.

[73]  王子龙, 赵林, 崔巍, 方根深, 李珂, 葛耀君, 2023. 神经网络驱动的桥梁主动气动翼板颤振智能控制优化, 中国公路学报, 36(08): 32-41.

[74]  吴思哲, 方根深*, 潘放 ,胡小浓, 赵林, 葛耀君, 2024. 我国沿海混合强风区典型桥址设计风速取值研究.东南大学学报(自然科学版),2024,54(3):599-607.

[75]  徐胜乙, 方根深*, 张明杰, Øiseth Ole，葛耀君. 大跨度桥梁多阶涡振MTMD控制效果与布置优化, 工程力学, 2024.

[76]  葛耀君, 初晓雷, 赵林, 崔巍, 卫苗苗, 方根深*. 气候变化对大跨度悬索桥台风颤振可靠性的影响研究, 工程力学, 2024.

[77]  沈大为, 王泽政, 颜旭, 赵林, 方根深*, 葛耀君. 串列拉索尾流致振及减振控制试验研究, 工程力学, 2024.

[78]  温作鹏, 方根深*, 葛耀君, 楼文娟, 徐海巍, 王冠钧. 典型构筑物三自由度颤振显式解析与演变规律研究, 土木工程学报, 2024.

[79]  朱超, 方根深*, 赵林, 葛耀君. 西北太平洋历史台风参数化风场重构与验证, 土木工程学报, 2025.

[80]  卫苗苗, 方根深*, 葛耀君. 基于支持向量机方法的气候变化影响下台风生成预测建模, 东南大学学报, 2025.

[81]  侯子洋, 洪旭*, 孔凡, 方根深. 考虑热力学机制的台风强度与极值风速分析, 哈尔滨工业大学学报, 2025.

[82]  刘子航, 方根深*, 葛耀君. 基于“一致风险”的大跨桥梁颤振检验风速确定方法, 工程力学, 2025.

[83]  朱超，赵林，方根深*, 代希华, 鲜荣. 阈 值 法 在 沿 海 混 合 风 气 候 极 值 风 速 预 测 中 的对 比 与 应 用, 防灾减灾学报, 2025, 45(04).