許福友

許福友,大連理工大學副教授。研究領域是橋樑工程。

基本介紹

  • 中文名:許福友
  • 職業:大連理工大學副教授
個人簡介,社會兼職,研究領域(研究課題),縱向課題,碩博研究方向,出版著作和論文,SCI國際期刊論文,EI國內期刊論文,國際會議論文,

個人簡介

2014.7-至今 大連理工大學 博士生導師
2015.7-2015.8 義大利米蘭理工大學 短期訪學
2013.10-2014.10 美國聖母大學 訪問學者
2011.12-至今 大連理工大學 副教授
2007.6-至今 大連理工大學 碩士生導師
2006.4-2011.12 大連理工大學 講師
2008.10-2011.12 浙江大學 博士後 風工程
2002.9-2006.3 同濟大學 博士 橋樑工程
1999.9-2002.7 長沙理工大學 碩士 橋樑工程
1995.9-1999.7 山東建築大學 本科 交通土建工程

社會兼職

國家自然科學基金通訊評審專家;
中國空氣動力學會測控專委會委員;
中國土木工程學會結構可靠度專委會委員;
中國土木學會橋樑與結構學會風工程專委會委員;
Journal of Engineering Mechanics (ASCE), Journal of Bridge Engineering(ASCE)、Journal of Performance of Constructed Facilities(ASCE)、Wind and Structures、Advances in Structural Engineering、Engineering Applications of Computational Fluid Mechanics、Earthquake Engineering and Engineering Vibration、工程力學、振動工程學報、中國公路學報、空氣動力學報等國內外重要學術期刊審稿人。

研究領域(研究課題)

  1. 橋樑工程
  2. 風工程

縱向課題

[10] 國家自然科學基金面上項目: 大跨輕窄懸索管道橋雷諾數效應及管道覆冰氣動性能研究(2017-2020 負責人)
[9] 國家自然科學基金面上項目: 大幅振動橋樑高階自激力及氣動參數研究(2015-2018 負責人)
[8] 國家自然科學基金面上項目: 大跨橋樑非線性軟顫振理論、試驗與數值模擬研究(2012-2015 負責人)
[7] 國家自然科學基金青年項目: 大跨度斜拉—懸吊協作橋施工期風振理論與試驗研究 (2008-2010 負責人)
[6] 國家重點基礎研究(973計畫): 特大跨橋樑安全性設計與評定的基礎理論研究,
子課題:橋樑抗風可靠度研究 (2015-2019 子課題負責人)
[5] 教育部高校博士點新教師基金:自錨式懸索橋施工期顫振分析與試驗研究(2008-2010 負責人)
[4] 遼寧省自然科學基金:海浪強烈氣動干擾條件下大連星海灣跨海大橋抗風性能風洞試驗研究(2016-2017 負責人)
[3] 遼寧省博士科研啟動基金:強風誘發柔性自錨式懸索橋動力災變研究(2008-2010 負責人)
[2] 中國博士後科學基金:超大跨徑斜拉橋氣彈模型氣動失穩試驗與理論研究(2009-2011負責人)
[1] 交通運輸部科技項目:特大型橋樑風、雨作用監測與模擬技術研究(2011-2014 子課題負責人

碩博研究方向

1. 大跨度橋樑抗風理論與試驗
2. 高層建築結構抗風理論與試驗
3. 橋樑結構靜動力分析
4. 數值風洞

出版著作和論文

SCI國際期刊論文

[18] Fuyou Xu, Xuyong Ying, and Zhe Zhang. Effects of Exponentially Modified Sinusoidal Oscillation and Amplitude on Bridge Deck Flutter Derivatives[J], Journal of Bridge Engineering, DOI: 10.1061/(ASCE)BE.1943-5592.0000884.
[17] Fuyou Xu, Xuyong Ying, Yongning Li, and Mingjie Zhang. Experimental Explorations of the Torsional Vortex-Induced Vibrations of a Bridge Deck[J], Journal of Bridge Engineering, DOI: 10.1061/(ASCE)BE.1943-5592.0000941
[16] Xingliang Ma, Fuyou Xu (Corr.), Ahsan Kareem, and Tingguo Chen. Estimation of Surface Pressure Extremes: Hybrid Data and Simulation-Based Approach[J], Journal of Engineering Mechanics, DOI: 10.1061/(ASCE)EM.1943-7889.0001127.
[15] Yafei Ma, Fuyou Xu, Lei Wang, Jianren Zhang, Xuhui Zhang. Influence of corrosion-induced cracking on structural behavior of reinforced concrete arch ribs[J], Engineering Structures, 2016,(117): 184–194.
[14] Fu You Xu, Ming Jie Zhang, Lei Wang, and Jian Ren Zhang. Recent Highway Bridge Collapses in China: Review and Discussion[J], Journal of Performance of Constructed Facilities. DOI: 10.1061/(ASCE)CF.1943-5509.0000884
[13] Fuyou Xu, Xuyong Ying, and Zhe Zhang. Insight into coupled forced vibration method to identify bridge flutter derivatives[J], Wind and Structures, 2016, 22(3):273-290.
[12] Fuyou Xu, Teng Wu, Xuyong Ying, Ahsan Kareem. On the Higher-order Self-Excited Drag Forces on Bridge Decks[J], Journal of Engineering Mechanics, DOI: 10.1061/(ASCE)EM.1943-7889. 0001036 .
[11] Fuyou Xu. System Decoupling Approach for 3-DOF Bridge Flutter Analysis[J], Journal of Structural Engineering, DOI:10.1061/ (ASCE)ST.1943-541X.0001129.
[10] Fuyou Xu. Direct Approach to Extract Eighteen Flutter Derivatives of Bridge Decks and Vulnerability Analysis on Identification[J], Journal of Aerospace Engineering, DOI: 10.1061/ (ASCE) AS.1943-5525.0000413.
[9] Fuyou Xu. Practical Diagrammatical Technique for 3-DOF Bridge Flutter Analysis[J], Journal of Bridge Engineering, DOI:10.1061/(ASCE)BE.1943- 5592.0000626.
[8] Fuyou Xu, Xuyong Ying, Zhe Zhang. Three-Degree-of-Freedom Coupled Numerical Technique for Extracting Eighteen aerodynamic Derivatives of Bridge Decks[J], Journal of Structural Engineering, DOI: 10.1061/(ASCE)ST.1943-541X.0001009.
[7] Fuyou Xu, Binbin Li, Chunsheng Cai, Zhe Zhang. Experimental Investigations on Aerostatic Characteristics of Bridge Decks under Various Conditions[J], Journal of Bridge Engineering, DOI: 10.1061 /(ASCE) BE. 1943-5592. 0000601.
[6] Fuyou Xu, Ledong Zhu, Xiaomeng Ge, Zhe Zhang. Some new insights into the identification of bridge deck flutter derivatives[J], Engineering Structures, 2014.75: 418-428.
[5] Fuyou Xu, Chunsheng Cai, Zhe Zhang. Investigations on Coefficient of Variation of Extreme Wind Speed[J], Wind and Structures.2014, 18(6):633-650.
[4] Fuyou Xu, Xinzhong Chen, Chunsheng Cai, Airong Chen. Determination of 18 Flutter Derivatives of Bridge Decks by an Improved Stochastic Search Algorithm[J], Journal of Bridge Engineering (ASCE),2012,17,(4):576-588.
[3] Fuyou Xu, Airong Chen, Dalei Wang, Rujin Ma. Extraction of bridge aeroelastic parameters by one Reference-based stochastic subspace technique[J], Wind and Structures, 2011,14(5):413-434.
[2] Guofang Chen, Fuyou Xu, Wenliang Qiu, Zhe Zhang. Discussion on ‘Full-order and multimode flutter analysis using ANSYS’[J], Finite elements in analysis and design,2010.47(2):208-210.
[1] Airong Chen, Fuyou Xu (Corr.), Rujin Ma. Identification of flutter derivatives of bridge decks by stochastic search technique[J], Wind and Structures,2006,9(6):441-455

EI國內期刊論文

[1] 許福友,譚岩斌,張哲,潘盛山.大跨度箱形鋼拱肋氣彈模型渦振試驗研究[J], 振動與衝擊,2011,30(2):10-14.
[2] 王昕,樓文娟,沈國輝,許福友.覆冰導線氣動力特性風洞試驗研究[J], 空氣動力學報, 2011,29(5):573-579.
[3] 樓文娟,王昕,許福友. 覆冰導線氣彈模型舞動風洞試驗研究[J],土木工程學報,2011,44(11):18-23.
[4] 樓文娟,孫珍茂, 許福友,李宏男,王昕. 輸電導線擾流防舞器氣動力特性風洞試驗研究[J],浙江大學學報(工學版) ,2011,45(1):93-98.
[5] 許福友,丁威(學生),姜峰,張哲.大跨度橋樑渦激振動研究進展與展望[J], 振動與衝擊, 2010, 29(10):40-49.
[6] 許福友,林志興,李永寧,樓文娟.氣動措施抑制橋樑渦振機理研究[J],振動與衝擊,2010,29(1):73-77.
[7] 王會利,秦泗鳳,張哲,許福友.自錨式斜拉-懸索協作體系橋非線性分析[J],大連理工大學學報2010,50(6):953-957.
[8] 朱巍志,張哲,潘盛山,許福友. 自錨式斜拉-懸索協作體系橋合理成橋狀態確定的分步算法[J],土木工程學報,2010,43(10):91-97.
[9] 許福友,馬如進,等. 蘇通大橋氣彈模型設計與模態調試[J],工程力學,2009,26(12):150-154.
[10] 許福友,張哲,李天飛.台灣後龍溪橋試驗研究與靜風回響分析[J],振動與衝擊,2009,28(7):77-80.
[11] 許福友,譚岩斌,張哲.某人行景觀懸索橋抗風性能試驗研究[J],振動與衝擊,2009,28(7):143-146.
[12] 許福友,陳艾榮,黃才良,張哲. 大跨度橋樑風洞試驗模型模態耦合分析[J],中國公路學報,2009, 22(3):58-63.
[13] 許福友,陳艾榮. 印尼Suramadu大橋顫振導數識別與顫振分析[J],土木工程學報,2009,42(1): 35-40.
[14] 許福友,陳艾榮. 蘇通大橋靜風回響分析[J] ,工程力學,2009,26(1):113-119.
[15] 許福友,陳艾榮,張哲. 識別橋樑18個顫振導數梯度下降算法[J],工程力學,2008,25(6):81-87.
[16] 許福友,陳艾榮. 蘇通大橋三維顫振分析[J],工程力學,2008,25(8):139-144.
[17] 許福友,陳艾榮,劉劍鋒. 基於EMD處理信號橋樑顫振導數識別[J],振動與衝擊,2008,27(5): 144-147.
[18] 許福友,陳艾榮,張哲. 確定橋樑模型顫振臨界風速實用方法[J],振動與衝擊,2008,27(12):97-100.
[19] 許福友,陳艾榮,張哲,黃才良. 橋樑斷面顫振導數與廣義顫振導數對比分析[J],武漢理工大學學報(交通版),2008, 32(4): 607-610.
[20] 許福友,陳艾榮,張哲,黃才良. 信號預處理對橋樑顫振導數影響分析[J],武漢理工大學學報(交通科版),2008, 32(5):782-785.
[21] 許福友,陳艾榮. 蘇通大橋氣彈模型氣動失穩分析[J],土木工程學報,2007,40(7):44-48.
[22] 許福友,陳艾榮. 全橋氣彈模型顫振導數識別[J],土木工程學報,2007,40(7):49-54.
[23] 許福友,陳艾榮,朱紹峰. 橋樑風洞試驗模態參數識別的隨機子空間方法[J],土木工程學報, 2007,40 (10):67-73.
[24] 許福友,陳艾榮. 基於截尾機率分布的結構可靠性分析[J],工程力學,2006,23(11):52-57.
[25] 許福友,陳艾榮,張建仁. 纜索承重橋樑顫振可靠性[J],中國公路學報,2006,19(5):59-64.
[26] 許福友,陳艾榮,馬如進. 識別橋樑斷面顫振導數的隨機搜尋方法[J],土木工程學報,2006,39(7): 63-68.
[27] 許福友,陳艾榮. 平板顫振導數參數彈性研究[J],工程力學,2006,23(7):60-64.
[28] 許福友,陳艾榮,梁艷. 平板顫振參數研究[J],同濟大學學報, 2005,32(10):1365-1370.
[29] 陳艾榮,許福友,等. 平板顫振臨界風速參數靈敏度分析[J],同濟大學學報,2005,33(7): 875-879.
[30] 許福友,陳艾榮,王達磊. 搜尋平板顫振臨界風速的追趕法[J],工程力學,2005,22(5):48-53.
[31] 許福友,張建仁. 計算結構可靠指標的波動探尋法,工程力學,2004,21(1):180-185.
[32] 許福友,陳艾榮,等. 計算結構可靠指標的循環逼近法[J],同濟大學學報,2004,32(4): 426-430.
[33] 張建仁,許福友. 計算結構可靠指標的子域抽樣法[J], 土木工程學報,2003,36(12):39-43.
[34] 張建仁,許福友. 兩種求解可靠指標的實用算法[J], 工程力學,2002,19(3):159-165.EI、

國際會議論文

[35] 許福友, 李永寧,林志興, 張哲. Research on Torsional Vortex Resonance of a Streamlined Bridge Girder [J],Advanced Materials Research, 2011,163-167:4109-4113.  
[36] 許福友,李賓賓, 黃才良,張哲. Experimental Research on Aerodynamic Characteristics of Bridge Deck at Extreme Attack Angles[J], Advanced Materials Research, 2011,163-167:4104-4108
[37] 陳曦, 許福友, 邱文亮, 張哲. AMD Application for Suppressing the Lateral and Torsional Buffeting Response of Suspension Pipeline Bridge [J], Advanced Materials Research, 2011,163-167:4114-4119.
[38] 許福友,陳艾榮,樓文娟,張哲. Hilbert-Huang Spectral Analysis of Natural Wind Speed. Applied Mechanics and Materials, 2011,52-54:1159-1164.
[39] 應旭永,許福友,張哲,檀永剛.Large Eddy Simulation of Aerodynamic Forces on a Bridge Pylon. Advanced Materials Research, 2011,243-249: 1578-1582.
[40] 許福友,旭永,張哲. Prediction of unsteady flow around a square cylinder using RANS. Applied Mechanics and Materials, 2011,52-54:1165-1170.
[41] 許福友,王會利,張哲,黃才良.Study on One Special-shaped Long-span Arch Bridge Using Wind Tunnel Test. Applied Mechanics and Materials. 2010.29-32:370-376,
[42] 許福友,陳曦,張哲,黃才良.Comparative Study of Natural Frequencies of Super-Long Steel and CFRP Cables. Applied Mechanics and Materials. 2010.29-32:383-388,
[43] 許福友,李賓賓,黃才良,張哲.Comparative Analysis on Aerostatic Coefficients of Bridge Deck Based on Wind Tunnel Test. Applied Mechanics and Materials. 2010. 29-32:377-382,
[44] 許福友,譚岩斌,趙旭,張哲. Test Study of Performance of Electronic Scanivalve System[C], 9th International Conference on Electronic Measurement and Instruments(IEEE),2009.8:657-660.
[45] 許福友,張哲,黃才良,譚岩斌. Modification of Displacement Signals Collected by Laser Sensors[C], 9th International Conference on Electronic Measurement and Instruments(IEEE),2009.8:661-665.
[46] 許福友,李賓賓,張哲. Research on the Application of High-frequency Base Balance in Wind Tunnel Test[C], 9th International Conference on Electronic Measurement and Instruments(IEEE), 2009.8.: 1040-1043.
[47] 許福友,胡曉倫,陳艾榮. Flutter Derivatives Identification of Aeroelastic Model of Hangzhou Bay Bridge[C],9th International Conference of Chinese Transportation Professionals(ASCE), 2009.8: 2444-2449.
[48] 黃海新,張英,劉波,許福友. Influence factors analysis of buffeting response of self-anchored cable-stayed suspension bridge[C], 9th International Conference of Chinese Transportation Professionals(ASCE), 2009.8: 2475-2481.
編著
張建仁,劉揚,許福友,郝海霞. 結構可靠度理論及其在橋樑工程中的套用[M],人民交通出版社, 2003..

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