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英文期刊论文
[1]HuangW.F.*,SunJ.P.,Predictionoftyphoondesignwindspeedwithcholeskydecompositionmethod.TheStructuralDesignofTallandSpecialBuildings.2018,27(11),e1480.https://doi.org/10.1002/tal.1480.
[2]W.F.Huang*,K.Q.Zou,Non-stationaryBuffetingResponseAnalysisofLongSpanSuspensionBridgeunderStrongWindLoading,Harbininstituteoftechnologyuniversity,2016,23(6),9-16.
[3]W.F.Huang*,H.L.Zhou,Ahybridnumericalsimulationmethodfortyphoonwindfieldovercomplexterrain,WindandStructures,2014,18(5),549-566.
[4]L.Hu,Y.L.Xu*,W.F.Huang,Typhoon-inducednon-stationarybuffetingresponseoflong-spanbridgesincomplexterrain,EngineeringStructures,2013,57,406-415.
[5]W.F.Huang*,Y.L.Xu,Predictionoftyphoondesignwindspeedandprofileovercomplexterrain,StructuralEngineeringandMechanics,2013,45(1),1-18.
[6]W.F.Huang,Y.L.Xu*,Arefinedmodelfortyphoonwindfieldsimulationinboundarylayer,AdvancesinStructuralEngineering,2012,15(1),77-89.(WOS:000299865800007)
[7]W.F.Huang,Y.L.Xu*,C.W.Li,H.J.Liu,Predictionofdesigntyphoonwindspeedsandprofilesusingrefinedtyphoonwindfieldmodel,AdvancedSteelConstruction,2011,7(4),387-402.(WOS:000297192400006)
中文期刊论文
[8]陈佳昊,黄文锋*.考虑截止频率影响的输电塔线体系风振响应分析,合肥工业大学学报，2019.
[9]谭谨林,黄文锋*,张延.窄基角钢输电塔塔线体系风振响应分析,建筑结构，2018.
[10]黄文锋*,陈星,张延.窄基角钢输电塔风载体型系数数值模拟,合肥工业大学学报，2018.
[11]黄文锋*,周桐,陈星.基于CFD数值模拟的典型建筑群风环境评估,合肥工业大学学报，2018.
[12]黄文锋*,孙志文,张延.基于台风风场经验模型的海面风场数值模拟,自然灾害学报,2017,26(1),35-40.
[13]孙建鹏,樊敏江,崔玉明,谭天宇,黄文锋.一种变参数连接单元在结构分析中的应用.四川建筑科学研究,2017,43(5),12-16.
[14]孙志文，黄文锋*.窄基塔风振系数分析，特种结构，2016,6,13-16.
[15]孙建鹏，谭天宇，黄文锋.冲击荷载作用下弹性压杆的动力稳定分析，西安建筑科技大学学报,2016,48(4),1-5.
[16]黄文锋*,周焕林,孙建鹏.基于台风风场经验模型的台风极值风速预测,哈尔滨工业大学学报,2016,48(2),142-146.(EI)
[17]邹孔庆,黄文锋*,王美芹,周焕林.基于模态贡献度系数的大跨度桥梁抖振响应分析，合肥工业大学学报，2016,39(1),122-127.
[18]黄文锋*,邹孔庆,孙建鹏,王美芹.普立特悬索桥抖振响应时域分析,西安建筑科技大学学报,2015,47(3),371-375.
中文会议论文
[19]谭谨林,黄文锋,张延.输电塔及塔线体系风振响应研究,第四届全国风工程研究生论坛,长沙,2017,573-574.
[20]黄文锋*，邹孔庆,周焕林.强风作用下大跨度悬索桥非平稳抖振响应分析,第七届全国建筑振动学术会议，合肥,2015,104-108.
[21]黄文锋*,孙建鹏,周焕林,张笑.台风关键参数相关性分析的Cholesky分解法,第十七届全国结构风工程会议，武汉,2015,93-96.
英文会议论文
[22]W.F.Huang*,K.Q.Zou,H.L.Zhou.Typhoonwindfieldsimulationwithempiricaltyphoonwindfieldmodelforuseinengineeringapplications.The13thInternationalSymposiumonStructuralEngineering,Hefei,China,2014,1596-1607.(ISTP收录)
[23]Y.L.Xu*,W.F.Huang,Simulationoftyphoonwindfieldinatmosphericboundarylayer,第十六届全国结构风工程会议，Chengdu,2013.(大会报告)
[24]S.Zhu,Y.L.Xu,K.Y.Wong,Y.Zheng,S.L.Li,W.F.Huang,L.Hu,DiagnosisandprognosisofStonecuttersBridgesbasedonstructuralhealthmonitoringsystem,Proceedingsofthe5thInternationalConferenceonStructuralHealthMonitoringofIntelligentInfrastructure(SHMII-5),Cancun,Mexico,2011,December,11-15.(EI:20135217148078)
[25]W.F.Huang,Y.L.Xu*,Numericalmodelsforsimulatingtyphoonwindfieldsinboundarylayer,Proceedingsofthe8thInternationalAdvancedSchoolinWindEngineering,1-17,HongKong,2011,November,14-18.
[26]W.F.Huang,Y.L.Xu*,C.W.Li,H.J.Liu,DirectionaltyphoonwindspeedsandprofilesinHongKong,Proceedingsofthe8thInternationalAdvancedSchoolinWindEngineering,18-33,HongKong,2011,November,14-18.
[27]Y.L.Xu*,W.F.Huang,H.J.Liu,Simulationofdirectionaltyphoonwindspeedsandprofilesovercomplexterrain,Proceedingsofthe8thInternationalAdvancedSchoolinWindEngineering,34-51,HongKong,2011,November,14-18.
[28]L.Hu,Y.L.Xu*,W.F.Huang,H.J.Liu,Typhoon-inducednonstationarybuffetingresponseofLong-spanBridges,Proceedingsof14thAsiaPacificVibrationConference,HongKong,2011,December,5-8.
[29]XuY.L.*,HuangW.F.,Typhoonwindsimulationanddesignwindspeed,introductiontoseismicandwindresistantdesignofbuildingstructuresfollowedbyinternationaladvanceschoolinwindengineering,India,2010,Dec,3rdto8rd.
[30]W.F.Huang*,Y.L.Xu,C.W.Li,H.J.Liu,Typhoonwindfieldinatmosphericboundarylayer,ProceedingsoftheSeventhAsiaPacificConferenceonWindEngineering,Taipei,Taiwan,2009.(EI:20120814782039)
[31]W.F.Huang*,Y.L.Xu,C.W.Li,H.J.Liu,PredictionofextremewindspeedsinHongKongusingrefinedtyphoonwindfieldmodel,第十四届全国结构风工程会议，Beijing,2009.(注：优秀论文三等奖)
[32]XuY.L.*,HuangW.F.,Typhoonwindsimulationanddesignwindspeed,Proceedingsofthe6thInternationalAdvancedSchoolonWindEngineering,323-345,Beijing,2009.
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