韓林海檢視原始碼討論檢視歷史

韓林海
原圖鏈接 圖片來源360搜索 清華大學土木水利學院副院長
出生	1967年10月
國籍	中國
母校	大連理工大學
職業	教授、博士生導師

韓林海，男，1967 年10月出生。現任清華大學土木水利學院副院長(曾任土木工程系系主任)、教授、博士生導師，教育部長江學者特聘教授，國家傑出青年科學基金獲得者，入選清華大學"百人計劃"。

1989 年7月在大連理工大學土木工程系獲工學學士學位;1993 年7月在哈爾濱建築大學(原哈爾濱建築工程學院)結構工程研究生，獲工學博士學位。

工作履歷

[1] 1993.8 - 1995.4:中國地震局工程力學研究所、博士後;1994年晉升為副研究員。

[2] 1995.5 - 1997.3:大連理工大學土木工程系、博士後;1996年晉升為研究員。

[3] 1997.4 - 2000.7:哈爾濱建築大學(現哈爾濱工業大學)建築工程系，研究員，組合結構研究室主任;1999年被遴選為博士生導師。

[4] 2000.8 - 2005.6:福州大學特聘教授、博士生導師;2004年開始任土木建築工程學院副院長。

[5] 2005.7 - 2010.7:清華大學土木水利學院土木工程系，教授、博士生導師;2007年開始任防災減災工程研究所所長。

[6] 2010.8 - 2016.12:清華大學土木水利學院土木工程系主任，教授、博士生導師。

[7] 2017.1 - 迄今:清華大學土木水利學院副院長，教授、博士生導師。

學術兼職

中國力學學會結構工程專業委員會，主任委員

中國鋼結構協會專家委員會，委員

中國建築金屬結構協會建築鋼結構專家委員會，委員

中國鋼結構協會鋼-混凝土組合結構分會，副理事長

中國鋼結構協會鋼結構防火與防腐分會，副理事長

中國建築學會建築防火綜合技術分會，副理事長

中國工程建設標準化協會，理事

中國土木工程學會工程技術分會，常務理事

《土木工程學報》、《工業建築》、《地震工程與工程振動》和《建築結構》等雜誌，編委

《Journal of Constructional Steel Research》、《Steel and Composite Structures》、《Journal of Structural Fire Engineering》、《Advanced Steel Construction》、《International Journal of High-Rise Buildings》和《Advances in Structural Engineering》雜誌，編委

《Structures》(Research Journal of The Institution of Structural Engineers)，副主編

Institution of Structural Engineers，Fellow & Chartered Structural Engineer

The Institution of Civil Engineers, Fellow[7]

講授課程

本科生課程:災害及其對策

研究生課程:建築結構防火理論與方法;組合結構(鋼管混凝土)

研究方向

從事結構工程領域的教學工作，致力於組合結構、混合結構和工程抗火等領域的開拓研究。

獲得榮譽

韓林海為首批'國家百千萬人才工程'第一、二層次人選(1996 年)，建設部'有突出貢獻的中青年專家'(1997 年)，國務院特貼專家(1997 年)。曾獲霍英東教育基金(1996 年)和霍英東教育基金會高校青年教師獎(2004 年)。2004 年獲國家傑出青年科學基金資助，2005 年入選清華大學"百人計劃"，2008 年獲第十屆"茅以升北京青年科技獎"。2013年獲英國the Royal Academy of Engineering的Distinguished Visiting Fellowship。2014年當選結構工程師學會(IStructE, Institution of Structural Engineers) Fellow，並被授權IStructE的"Chartered Structural Engineer"。當選The Institution of Civil Engineers的Fellow。

曾以第一、二獲獎人獲國家教委(現教育部)科技進步一等獎等科技獎勵7 次、獲國家發明專利和實用新型專利各12 項。入選愛思唯爾2月2日發布的2014年中國高被引學者(Most Cited Chinese Researchers)榜單;2016年1月26日入選愛思唯爾發布的"2015年中國高被引學者榜單";2017年2月27日入選2016年中國高被引學者(Most Cited Chinese Researchers)榜單。

韓林海

國家教育委員會科技進步一等獎(甲類，排序第二)，1995年

霍英東教育基金，1996年

"國家百千萬人才工程" 第一、二層次人選，1996年

國家政府特殊津貼，1997年

中國建設部"有突出貢獻的中青年專家"榮譽稱號，1997年

第五屆"福建省十大傑出青年"提名獎，2001年

第七屆福建青年科技獎，2003年

"福建省高校優秀共產黨員"榮譽稱號，2003年

"福建省師德先進個人"榮譽稱號，2004年

福建省科技進步二等獎(排序第一)，2004年

獲"國家傑出青年科學基金"項目資助，2004年

霍英東教育基金會高校青年教師獎(研究類)，2004年

清華大學"先進工作者"稱號，2007年

第十屆"茅以升北京青年科技獎"，2008年

福建省科技進步二等獎(排序第一)，2009年

中國公路學會科學技術一等獎(排序第五)，2012年

四川省科技進步一等獎(排序第四)，2013年

清華大學優秀共產黨員，2013年

Distinguished Visiting Fellowship, the Royal Academy of Engineering of UK, 2013年

教育部長江學者特聘教授，2014年

學術貢獻

培養碩士、博士四十餘人。發表論文多篇(其中SCI收錄100 多篇)，並被大量引用。結果為十餘部國家、行業或地方工程建設標準採納，並在一些典型工程中應用。

學術著作

[7] [1]韓林海. 鋼管混凝土結構(第三版)(2000年第一版;2004年第一版修訂版;2007年第二版). 北京: 科學出版社, 2016

[2]韓林海，宋天詣. 鋼-混凝土組合結構抗火設計原理. 北京: 科學出版社，2012

[3]韓林海, 陶忠, 王文達. 現代組合結構和混合結構-試驗、理論和方法. 北京: 科學出版社, 2009

[4]韓林海, 楊有福. 現代鋼管混凝土結構技術(第二版). 北京: 中國建築工業出版社, 2007

學術論文

[1]Han Lin-Hai, Wang Zhi-Bin, Xu Wu and Tao Zhong. 2016. Behavior of concrete-encased CFST members under axial tension. Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0001422, 04015149.1-12

[2]Han Lin-Hai, Xu Wu, He Shan-Hu and Tao Zhong. 2015. Flexural behaviour of concrete-filled-steel-tubular (CFST) chord to hollow tubular brace truss: experiment. Journal of Constructional Steel Research, 109: 137-151

[3]Han Lin-Hai, Tan Qing-Hua and Song Tian-Yi. 2015. Fire performance of steel reinforced concrete (SRC) columns. Journal of Structural Engineering, ASCE, 141(4): 04014128.1-9

[4]Han Lin-Hai, An Yu-Feng, Roeder Charles, Ren Qing-Xin. 2015. Performance of concrete-encased CFST box members under bending. Journal of Constructional Steel Research. 106: 138-153

[5]Han Lin-Hai, Hou Chuan-Chuan and Wang Qing-Li. 2014. Behavior of circular CFST stub columns under sustained load and chloride corrosion. Journal of Constructional Steel Research. 103: 23-36

[6]Han Lin-Hai, Li Wei and Bjorhovde Reidar. 2014. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. Journal of Constructional Steel Research,100: 211-228

[7]Han Lin-Hai, An Yu-Feng. 2014. Performance of concrete-encased CFST stub columns under axial compression. Journal of Constructional Steel Research. 93: 62-76

[8]Han Lin-Hai, Hou Chuan-Chuan, Zhao Xiao-Ling and Rasmussen Kim J. R. 2014. Behaviour of high-strength concrete filled steel tubes under transverse impact loading. Journal of Constructional Steel Research, 92: 25-39

[9]Han Lin-Hai, Chen Feng, Liao Fei-Yu, Tao Zhong and Uy Brian. 2013. Fire performance of concrete filled stainless steel tubular columns. Engineering Structures, 56:165-181

[10]Han Lin-Hai, He Shan-Hu, Zheng Lian-Qiong and Tao Zhong. 2012. Curved concrete filled steel tubular (CCFST) built-up members under axial compression: Experiments. Journal of Constructional Steel Research, 74: 63-75

[11]Han Lin-Hai, Wang Wei-Hua and Yu Hong-Xia. 2012. Analytical behaviour of RC beam to CFST column frames subjected to fire. Engineering Structures, 36(3): 394-410

[12]Han Lin-Hai, Hou Chao and Wang Qing-Li. 2012. Square concrete filled steel tubular (CFST) members under loading and chloride corrosion: Experiments. Journal of Constructional Steel Research, 71(4): 11-25.

[13]Han Lin-Hai, Li Yong-Jin and Liao Fei-Yu. 2011. Concrete-filled double skin steel tubular (CFDST) columns subjected to long-term sustained loading. Thin Walled Structures, 49(12): 1534-1543

[14]Han Lin-Hai, He Shan-Hu and Liao Fei-Yu. 2011. Performance and calculations of concrete filled steel tubes (CFST) under axial tension. Journal of Constructional Steel Research, 67(11): 1699-1709

[15]Han Lin-Hai, Zheng Lian-Qiong, He Shan-Hu and Tao Zhong. 2011. Tests on curved concrete filled steel tubular members subjected to axial compression. Journal of Constructional Steel Research, 67(6): 965-976

[16]Han Lin-Hai, Wang Wen-Da and Tao Zhong. 2011. Performance of circular CFST column to steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 67(5): 876-890

[17]Han Lin-Hai, Ren Qing-Xin and Li Wei. 2011. Tests on stub stainless steel-concrete-carbon steel double-skin tubular (DST) columns. Journal of Constructional Steel Research, 67(3): 437-452

[18]Han Lin-Hai, Wang Wei-Hua and Yu Hong-Xia. 2010. Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire. Engineering Structures, 32(10): 3130-3144

[19]Han Lin-Hai and Li Wei. 2010. Seismic performance of CFST column to steel beam joint with RC slab: Experiments. Journal of Constructional Steel Research, 66(11): 1374-1386

[20]Han Lin-Hai, Ren Qing-Xin and Li Wei. 2010. Tests on inclined, tapered and STS concrete-filled steel tubular (CFST) stub columns. Journal of Constructional Steel Research, 66(10): 1186-1195

[21]Han Lin-Hai, Tao Zhong, Liao Fei-Yu and Xu Yi. 2010. Tests on cyclic performance of FRP-concrete-steel double-skin tubular columns. Thin Walled Structures, 48(6): 430-439

[22]Han Lin-Hai, Zheng Yong-Qian and Tao Zhong. 2009. Fire performance of steel-reinforced concrete beam-column joints. Magazine of Concrete Research, 61(7): 499-518

[23]Han Lin-Hai, Liao Fei-Yu, Tao Zhong and Hong Zhe. 2009. Performance of concrete filled steel tube reinforced concrete columns subjected to cyclic bending. Journal of Constructional Steel Research, 65(8-9): 1607-1616

[24]Han Lin-Hai, Qu Hui, Tao Zhong and Wang Zai-Feng. 2009. Experimental behaviour of thin-walled steel tube confined concrete column to RC beam joints under cyclic loading. Thin Walled Structures, 47(8-9): 847–857

[25]Han Lin-Hai, Huang Hong and Zhao Xiao-Ling. 2009. Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading. Thin Walled Structures, 47(6-7): 668-680

[26]Han Lin-Hai, Li Wei and Yang You-Fu. 2009. Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures. Journal of Constructional Steel Research, 65(5): 1249-1260

[27]Han Lin-Hai, Tao Zhong and Yao Guo-Huang. 2008. Behaviour of concrete-filled steel tubular members subjected to shear and constant axial compression. Thin-Walled Structures, 46(7-9): 765-780

[28]Han Lin-Hai, Wang Wen-Da and Zhao Xiao-Ling. 2008. Behaviour of steel beam to concrete-filled SHS column frames: finite element model and verifications. Engineering Structures, 30(6):1647-1658

[29]Han Lin-Hai, Liu Wei and Yang You-Fu. 2008. Behaviour of concrete-filled steel tubular stub columns subjected to axially local compression. Journal of Constructional Steel Research, 64(4): 377–387

[30]Han Lin-Hai, Liu Wei and Yang You-Fu. 2008. Behavior of thin walled steel tube confined concrete stub columns subjected to axial local compression. Thin-Walled Structures, 46(2): 155-164

[31]Han Lin-Hai, Yao Guo-Huang and Tao Zhong. 2007. Behaviors of concrete-filled steel tubular members subjected to combined loading. Thin Walled Structures, 45(6): 600-619

[32]Tao Zhong, Han Lin-Hai and Wang Dong-Ye. 2007. Experimental behaviour of concrete-filled stiffened thin-walled steel tubular columns. Thin Walled Structures, 45(5): 517-527

[33]Han Lin-Hai, Huo Jing-Si and Wang Yong-Chang. 2007. Behavior of steel beam to concrete-filled steel tubular column connections after exposure to fire. Journal of Structural Engineering, ASCE, 133(6):800-814

[34]Han Lin-Hai, Yao Guo-Huang and Tao Zhong. 2007. Performance of concrete-filled thin-walled steel tubes under pure torsion. Thin-Walled Structures, 45(1): 24-36

[35]Han Lin-Hai, Lin Xiao-Kang and Wang Yong-Chang. 2006. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire. Thin Walled Structures, 44(10): 1063-1076

[36]Han Lin-Hai, Zheng Yong-Qian and Teng Jin-Guang. 2006. Fire resistance of RC and FRP-confined RC columns. Magazine of Concrete Research, 58(8):533-546

[37]Han Lin-Hai, Huang Hong, Tao Zhong and Zhao Xiao-Ling. 2006. Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending. Engineering Structures, 28(12):1698-1714

[38]Han Lin-Hai, Lu Hui, Yao Guo-Huang and Liao Fei-Yu. 2006. Further study on the flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research, 62(6): 554-565

[39]Han Lin-Hai, Yao Guo-Huang and Zhao Xiao-Ling. 2005. Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC). Journal of Constructional Steel Research, 61(9): 1241-1269

[40]Han Lin-Hai, Huo Jing-Si and Wang Yong-Chang. 2005. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire. Journal of Constructional Steel Research, 61(7): 882-901

[41]Han Lin-Hai and Yang You-Fu. 2005. Cyclic performance of concrete-filled steel CHS columns under flexural loading. Journal of Constructional Steel Research, 61(4): 423-452

[42]Han Lin-Hai and Lin Xiao-Kang. 2004. Tests on cyclic behavior of concrete-filled hollow structural steel columns after exposure to the ISO-834 standard fire. Journal of Structural Engineering, ASCE, 130(11):1807-1819

[43]Han Lin-Hai, Tao Zhong and Liu Wei. 2004. Effects of sustained load on concrete-filled hollow structural steel columns. Journal of Structural Engineering, ASCE, 130(9): 1392-1404

[44]Han Lin-Hai, Yao Guo-Huang and Zhao Xiao-Ling. 2004. Behavior and calculation on concrete-filled steel CHS (circular hollow section) beam-columns. Steel and Composite Structures, 4(3): 169-188

[45]Han Lin-Hai and Yao Guo-Huang. 2004. Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC). Thin Walled Structures, 42(9): 1357-1377

[46]Han Lin-Hai. 2004. Flexural behaviour of concrete filled steel tubes. Journal of Constructional Steel Research, 60(2): 313-337

[47]Han Lin-Hai and Yao Guo-Huang. 2003. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes. Journal of Constructional Steel Research, 59(12): 1455-1475

[48]Han Lin-Hai and Yao Guo-Huang. 2003. Influence of concrete compaction on the strength of concrete-filled steel RHS columns. Journal of Constructional Steel Research, 59(6): 751-767

[49]Han Lin-Hai, Zhao Xiao-Ling, Yang You-Fu and Feng Jiu-Bin. 2003. Experimental study and calculation of fire resistance of concrete-filled hollow steel columns. Journal of Structural Engineering, ASCE, 129(3): 346-356

[50]Han Lin-Hai and Huo Jing-Si. 2003. Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard. Journal of Structural Engineering, ASCE, 129(1): 68-78