全涌

职称:教授

学位:博士

    研究方向

    结构风工程方向:     
            风力发电系统的风能及风荷载研究; 

           光伏发电场的抗风研究;

            结构风振控制研究;

             结构风荷载概率分析模型研究;

            高层建筑主体结构风荷载研究;

            建筑围护结构风荷载研究;

            建筑结构风致噪声研究;

            风速风振现场实测研究;

            大气边界层强风气候及地貌影响研究;

    研究项目

    主持的纵向科研项目

    2019.06.01~2022.06.30,土木工程防灾国家重点实验室自主课题(SLDRCE19-B-13)” 密集城区上空风剖面实测、试验和数值模拟研究”,  全涌为项目主持人。

    2018.01.01-2021.12.31,国家自然科学基金项目(批准号51778493),考虑风向效应的高层建筑主体结构风荷载的概率分析模型研究,全涌为项目主持人;

    2015.05.01~2018.04.31,土木工程防灾国家重点实验室自主课题(SLDRCE15-B-03)”考虑风速风向联合分布概率的高层建筑上结构等效静力风荷载计算”, 全涌为项目主持人。

    2013.01.01~2016.12.31,国家自然科学基金项目(批准号51278367)“基于完全概率分析的围护结构设计风荷载计算方法研究”,全涌为项目主持人;

    2010.07.01~2013.07.01,中央高校基本科研业务费专项资金(同济大学) “高层建筑幕墙风荷载几个关键问题的研究”,全涌为项目主持人。

    2010.01.01~2012.12.31,土木工程防灾国家重点实验室自主课题(SLDRCE10-B-03)“围护结构风荷载研究”,全涌为项目主持人。

    2009.01.01~2010.12.31,教育部新教师基金项目(批准文号200802471005)“复杂形体超高层建筑横风向气动力研究”,全涌为项目主持人;

    2009.01.01-2010.12.31,教育部留学回国人员科研启动项目(批准文号[2008]890)“低矮建筑抗风研究”,全涌为项目主持人;

    2009.01.01~2011.12.31,国家自然科学基金项目(批准号50878159)“复杂形体高层建筑横风向响应及等效静力风荷载研究”,全涌为项目主持人;

    2008.09.01~2010.08.31,上海市浦江人才计划项目(批准号08PJ14095)“复杂高层建筑横风向风效应研究”,全涌为项目主持人;

    2008.01.01~2011.12.31,国家科技支撑计划(批准号2008BAJ08B14)“住宅建筑综合防灾标准研究”,全涌为风灾子项目主持人。


    完成的代表性工程项目

    上海虹桥综合交通枢纽(大型结构);

    上海世博和谐塔(高耸结构);

    昆明新机场(大跨度结构);

    上海世博中国船舶馆(开敞性厂房);

    天津周大福(五百多米高的超高层建筑);

    成都金融城超高层建筑(超高层建筑);

    无锡九龙仓太湖广场1号塔楼(三百多米高的超高层建筑);

    徐州会展中心(大跨度结构);

    苏州中心广场(城市综合体);

    郑州机场T2和GTC(大跨度结构);

    长沙天空城市(八百多米高的超高层建筑);

    通天浮屠大佛像(大型塑像);

    宁波绿地中心大厦(超高层建筑);

    300T门机臂架(大型结构);

    。。。。。。

    共计完成近100个大型土木工程的抗风研究项目。


    出版论著


    教科书:
    《结构风荷载》,[澳]John D. Holmes 著,全涌,李加武,顾明翻译,机械工业出版社,2016 

    学术期刊论文发表情况(最近五年):

    43.Yong Ouan, Jiachen Ma2025),Numerical simulation study on the aerodynamic parameters of a windturbine under surge motionsOcean Engineering 326 (2025)120916

    42.Zhao Weiwei, Yong Quan, Francesco Petrini, and Haoshuai Qiao2025. Performance assessment of a tuned inerter viscous damper with negative stiffness (NS-TIVD) for across-wind vibration control in a high-rise structure through wind tunnel tests and numerical simulations [J]. Mechanical Systems and Signal Processing, 2025. 234: p.112838.   https://doi.org/https://doi.org/10.1016/j.ymssp.2025.112838. SCI 刊源 Q1

    41. Weiwei Zhao, Yong Quan* , Haoshuai Qiao2025), Optimal parameter design of a tuned inerter viscous damper with negative stiffness (NS-TVMD) for wind-induced vibration control in high-rise structures based on a reduced 2-degree-of-freedom (2-DOF) model, Journal of Building Engineering, 2025. 106: p. 112688. DOI: 10.1016/j.jobe.2025.112688. SCI 刊源 Q1

    40谭超, 全涌* ,张正维,姚博,傅国强2025.,强迫振动形式下超高层建筑横风向气动弹性效应的大涡模拟研究,2025, 44(5): 169-175

    39赵玮伟,全涌*(2025)负刚度惯性调谐阻尼器控制高层结构振动的风洞试验与数值模拟研究 [J]. 振动与冲击,2025, 44(2): 167-176EI 刊源

    38.全涌,包晗,杜元增,邹岳文,张正维,刘颖2024,外附装饰网对低矮建筑立面幕墙风荷载的影响,建筑结构,Dec. 2024Vol.54 No.S2:444-449

    37.全涌,金泽名(2024),日热带气旋登陆衰减模型改进[J]. 同济大学学报(自然科学版), 2024Vol.52No.11:1706-1710+1767

    36.Zhao Weiwei, Quan Yong(2024),Analytical Optimization of Inerter-Based Dynamic Vibration Absorbers with Negative Stiffness (INDVAs) Using a Reduced 2-degree-of-freedom (2DOF) Model, Structures,2024,Vol 65: 106701. DOI: 10.1016/j.istruc.2024.106701. SCI 刊源 Q1

    35.Yong Quan, Chao Tan, Baoshan Chen(2024),Maximum wind speed radius and filling model of tropical cyclones in the coastal regions of Southeast China, Natural Hazards, Jun, 2024 Vol. 120, No.8 (2024) 7195 - 7209

    34. Yong Quan*, Qi WeiYuchuan Xiao(2024)Influence of average time interval and observation spacing of wind speed records on prediction results of extreme wind speedNatural Hazards Vol. 120, No. 1 (2024) 805-824

    33.贺斌全涌*顾明(2024)偏转风场下的高层建筑设计风速的风向折减因子同济大学学报(自然科学版), Jun. 2024, Vol.52 No.6886-892

    32.全 涌曾一凡全 茜(2024), 不同建筑环境下平均风速剖面的数值模拟同济大学学报(自然科学版), Apr. 2024, Vol.52 No.4551-556

    31.杜永潇,孙晓立,杨军,全涌,卞德存(2023),基于压电原理的装配式结构套筒灌浆饱满度检测方法研究,铁道科学与工程学报Feb. 2024, Vol.21 No.2860-875

    30.Kun Wang, Jinlong Liu, Yong Quan* , Zekun Ma , Jialu Chen , Yuanyuan Bai 2024. Intelligent evaluation of interference effects between tall buildings based on wind tunnel experiments and explainable machine learning [J]. Journal of Building Engineering, Volume 96,1 November 2024,110449. (Q1; IF6.4. DOI:10.1016/j.jobe.2024.110449)

    29.贺斌全涌*冯成栋顾明(2023)基于大涡模拟的偏转风场下非扭转建筑与非偏转风场下扭转建筑的风荷载等效性研究建筑结构Dec. 2023, Vol.53 No.S22175-2181

    28.Yong Quan*, Weiwei Zhao, Haoshuai Qiao(2023), Improved model for parametric optimization of tuned mass damper-inerter for wind-induced vibration control of high-rise building, Structures, Volume 56, 2023, 104862, ISSN 2352-0124, https://doi.org/10.1016/j.istruc.2023.07.052.2. SCI 刊源 Q1

    27.Guoqiang FuYong Quan*, Ming Gu, Peng Huang (2023). Experimental investigation of wind effects on a 282-meter-high tower with complex aerodynamic shapes based on a rigid model and multi-degree-of-freedom aeroelastic model [J]. Structures, 51, 25-41JCRQ2;影响因子:4.010. SCI: WOS: 000951531500001. DOI: 10.1016/j.istruc.2023.03.033

    26.Guoqiang FuYong Quan*, Ming Gu, Chengdong Feng (2023). Experimental investigation of unsteady aerodynamic forces and vortex-induced aeroelastic effects of a slender prism in uniform and turbulent flows [J]. International Journal of Structural Stability and Dynamics, 2350040,Sept 2023JCR分区:Q2;影响因子:2.957. SCI: WOS: 000852447100001. DOI: 10.1142/S0219455423500402

    25.Bin HeYong Quan*, Ming Gu, Jialu Chen(2023). Correction of direction reduction factors of extreme wind speed considering the Ekman spiral in the wind load estimation of super high-rise buildings with heights of 400800m [J]. Structural Design of Tall and Special Buildings, 32( 8-9), e2004. JCR分区:Q2;影响因子:2.75. SCI: WOS:000929424200001。 DOI: 10.1002/tal.2004

    24.Xiang WangYong Quan*, Zhengwei Zhang and Ming Gu(2023). Study on the size reduction factor of extreme wind pressure of facade cladding of high-rise buildings with square section[J]. Wind and Structures. 36, 41-60, 2023[J]. Wind and Structure, ISSN: 1226-6116 (Print), 1598-6225 (Online),   Vol. 36, No. 1 (2023) 41-60SCI: 000577551700008IF: 1.78, JCRQ2, DOI: 10.12989/was.2023.36.1.041

    23.Bin He, Yong Quan*, Ming GuJialu Chen (2023). Experimental Study on Aerodynamic Forces of a Suspended Arch Roof [J]. International Journal of Structural Stability and Dynamics, 2350152,JCR分区:Q2;影响因子:2.957. SCI: WOS:000936851200002. DOI: 10.1142/S0219455423501523

    22何天森,巢斯,全涌2022),混凝土烟囱高耸结构改建工程风工程分析与研究,建筑结构,202252卷,S1期,426-430

    21全涌*邱宏浩,张正维,顾明(2022),高层建筑水平悬挑遮阳板风荷载的风洞试验研究,建筑结构学报,2022,43(3): 92-97. EI检索号:20215211400687

    20.Ming Gu, Linkun Su, Yong Quan*, Jian Huang, Guoqiang Fu (2022). Experimental study on wind-induced vibration and aerodynamic mitigation measures of a building over 800 meters [J]. Journal of Building Engineering, Volume 46, 1 April 2022, 103681. JCR=Q1IF=7.144. SCI: 000772623400001. DOI: 10.1016/j.jobe.2021.103681. 

    19.Guoqiang FuYong Quan*, Ming GU, Zifeng HUANG, Chengdong FENG (2022). Dynamic performance evaluation of a 492m super high-rise building with active tuned mass dampers during four consecutive landfall typhoons within a month [J]. Journal of Building Engineering, Volume 61, 105259,JCR=Q1IF=7.144. SCI: 000862810500002. DOI: 10.1016/j.jobe.2022.105259

    18侯方超,全涌*,顾明(2021),气动弹性效应对超高层建筑横风向动力干扰效应的影响,振动与冲击, 2021,40(14): 132-137. EI检索号:20213210743707

    17. XUANYI ZHOU, Tiange Zhang, Wenyong Ma, Yong Quan*, Ming Gu, Luyang Kang, Yongxin Yang(2021)CFD simulation of snow redistribution on bridge deck: Effect of barriers with different porosities, Cold Regions Science and Technology2021,181: 103174(SCI: 000594834800004IF: 2.739, JCRQ1, DOI10.1016/j.coldregions.2020.103174)

    16.傅国强,全涌*,顾明,黄子逢(2021). 上海陆家嘴地区高空台风“温比亚”风特性实测[J].湖南大学学报(自然科学版)20214801:100-107 (EI: 20210509834902)

    15. Wang JingchengQuan Yong*, Gu Ming(2021), Estimation of directional design wind speeds via multiple population genetic algorithmJOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS,  MAR 2021, Volume 210, 104534 (SCI: 000621600500005, IF: 2.739, JCRQ1, DOI: 10.1016/j.jweia.2021.104534 )

    14.王竟成,全涌*顾明(2021), 基于台风过程的建筑围护结构设计风压估算方法,建筑结构学报,2021,4204):1-6+24。(EI: 20211610215806DOI: 10.14006/j.jzjgxb.2019.0355

    13.肖钰川,全涌*,顾明(2021),观测间隔对极值风速的影响研究[J],工程力学,38(8):24-32EI:20213410815325

    12王翔全涌*,张正维顾明(2021),矩形截面高层建筑立面上面风压极值的尺度折减系数,同济大学学报(自然科学版)2021,49(03), 305-311EI: 20211610229198. DOI: 10.11908/j.issn.0253-374x.20289.

    11郑德乾,柳阔,全涌,陈华,潘钧俊(2021),杭州萧山国际机场T4航站楼主楼屋盖风荷载的风洞试验与数值模拟研究,建筑结构,202151卷,23期,28-33

    10Jingcheng Wang, Yong Quan* and Ming Gu(2020), Improved first-order method for estimating extreme wind pressure considering directionality in monsoon climateWind and Structures, ISSN: 1226-6116, Nov 2020Vol. 31, No. 5473-482SCI: 000604493800001, IF: 1.922, JCRQ2, DOI: 10.12989/was.2020.31.5.473

    09.全涌,侯方超*,顾明(2020).超高层建筑横风向风致响应的非高斯性及峰值因子研究[J].振动与冲击,2020,39(17):171-176.EI: 20204509458254DOI: 10.13465/j.cnki.jvs.2020.17.023.

    08Jialu ChenYong Quan*, Ming Gu(2020), Aerodynamic interference effects of a proposed super high-rise building on the aerodynamic forces and responses of an existing building, Journal of Wind Engineering and Industrial AerodynamicsVolume 206, November 2020, 104312JCR分区:Q1;影响因子:2.739. SCI: 000580638300019 DOI: 10.1016/j.jweia.2020.104312. 

    07Yong QuanGuoQiang Fu, Zifeng Huang, Ming Gu*2020 Comparative Analysis of the Wind Characteristics of three Landfall Typhoons Based on Stationary and Nonstationary Wind Models[J]. Wind and Structure, ISSN: 1226-6116 (Print), 1598-6225 (Online), Vol. 31, No. 3 (2020) 269-285。(SCI: 000577551700008

    06. Ming Gu, Xinrong Wang, Yong Quan*(2020). Wind tunnel test study on effects of chamfered corners on the aerodynamic characteristics of 2D rectangular prisms[J]. Journal of Wind Engineering and Industrial Aerodynamics, Volume 204, September 2020, 104305,JCR分区:Q1;影响因子:2.739. SCI: 000697208300001. DOI: 10.1016/j.jweia.2020.104305

    05.全涌*,肖钰川,顾明(2020),平均时距对良态风气候地区极值风速的影响研究[J],工程力学,37(4):129-134,152EI: 20203809208574

    04Yang Gao, Ming Gu* Yong Quan and Chengdong Feng (2020), Large eddy simulation of blockage effect in the assessment of wind effects on tall buildingsWind and Structures SCI: 000548344400004, IF: 1.922, JCRQ2, DOI: 10.12989/was.2020.30.6.597

    03Yong QuanJialu Chen, Ming Gu*(2020),Aerodynamic Interference Effects of a Proposed Taller High-rise Building on Wind Pressures on Existing Tall Buildings, Journal of The Structural Design of Tall and Special BuildingsVolume 29, Issue 4March 2020, e1703,SCIWOS:000505785400001, IF: 2.048, JCRQ2DOI: 10.1002/tal.1703

    02Jing Cheng Wang, Yong Quan* and Ming Gu(2020), Assessment of the directional extreme wind speeds of typhoons via the Copula function and Monte Carlo simulationWind and Structures, ISSN: 1226-6116Feb 2020Vol. 30, No. 2141-153SCI WOS:000518381600003,  IF: 1.922, JCRQ2 DOI: 10.12989/was.2020.30.2.141

    01.全涌*,陈泂翔,杨淳,顾明(2020),大型中心城市平均风速剖面特性的风洞试验研究(2020),同济大学学报(自然科学版),Feb 2020Vol.49, No.02185-190EI: 20202108684260

     



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